Mobilia Centre Merivale Road and 530/540 West Hunt Club Road Transportation Overview and Parking Study

Final Report Mobilia Centre - 1872 Merivale Road and 530/540 West Hunt Club Road Transportation Overview and Parking Study Prepared for CPD Developments by IBI Group August 13, 2014

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Document Control Page CLIENT: PROJECT NAME: REPORT TITLE: CPD Developments Mobilia Centre - 1872 Merivale Road and 530/540 West Hunt Club Road Mobilia Centre - 1872 Merivale Road and 530/540 West Hunt Club Road Transportation Overview and Parking Study IBI REFERENCE: 36720 VERSION: 3.0 J:\36720-MobiliaTransStudy\5.2 Reports\5.2.4 Transportation\5.2.4.5 Traffic Impact\TTR_mobilia_transparking_study_2014-08-12.docx\2014-08-13\JCD DIGITAL MASTER: ORIGINATOR: REVIEWER: AUTHORIZATION: CIRCULATION LIST: Justin Date Justin Date David Hatton Wally Dubyk City of Ottawa Alexandra Kau CPD Developments Lloyd Phillips Lloyd Phillips & Associates Ltd. Jill Stewart Lloyd Phillips & Associates Ltd. HISTORY: 1.0 Draft to client June 30, 2014 2.0 Second Draft to client August 5, 2014 3.0 Final Report August 13, 2014 August 13, 2014

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Table of Contents 1 Introduction... 1 2 Background... 1 2.1 Site Location... 1 2.2 Land Uses... 1 2.3 Site Access and Parking... 4 2.4 Minor Rezoning Application... 4 3 Transportation Network... 5 3.1 Road Network... 5 3.2 Transit Service... 5 3.3 Bicycle and Pedestrian Facilities... 6 3.4 Existing Traffic Volumes... 6 4 Parking Analysis... 9 4.1 Parking Demand Surveys... 9 4.2 Existing Parking Demand Rates... 9 4.3 Future Parking Demand Existing Rates... 10 4.4 Future Parking Demand ITE Rates... 10 5 Traffic Analysis... 12 5.1 Intersection Capacity Analysis... 12 5.1.1 Level of Service Criteria - Signalized Intersections... 12 5.1.2 Level of Service Criteria - Unsignalized Intersections... 13 5.1.3 Existing (2014) Traffic... 13 5.2 Trip Generation... 14 5.2.1 Trip Generation Existing Rates... 14 5.2.2 Trip Generation ITE Rates... 15 6 Findings and Conclusions... 16 August 13, 2014 i

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Table of Contents (continued) List of Exhibits Exhibit 1 Site Location... 2 Exhibit 2 Site Plan... 3 Exhibit 3 Existing (2014) Lane Configuration and Intersection Control... 7 Exhibit 4 Existing (2014) Traffic... 8 List of Tables Table 1: Existing Land Uses... 1 Table 2: Comparison of Existing and Proposed Parking Requirements... 4 Table 3: Parking Demand Surveys... 9 Table 4: Future Parking Demand Existing Rates... 10 Table 5: Future Parking Demand ITE Rates... 11 Table 6: Level of Service Criteria Signalized Intersections... 12 Table 7: Level of Service Criteria Unsignalized Intersections... 13 Table 8: Intersection Capacity Analysis Existing (2014) Traffic... 14 Table 9: Trip Generation Existing Rates... 15 Table 10: Trip Generation ITE Rates... 15 List of Appendices Appendix A OC Transpo Map Appendix B Traffic Data Appendix C Parking Analysis Appendix D Intersection Capacity Analysis Appendix E Trip Generation August 13, 2014 ii

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 1 Introduction This report presents the analysis, findings and conclusions of a combined transportation overview and parking study for the existing commercial property, hereafter referred to as Mobilia Centre, located in the southwest quadrant of the West Hunt Club Road/Merivale Road intersection in Ottawa. The study has been prepared in support of a minor rezoning application to permit a modified minimum parking rate for the property. 2 Background 2.1 Site Location The Mobilia Centre is located in the southwest quadrant of the intersection of Merivale Road and West Hunt Club Road in the City of Ottawa. The property is comprised of two parcels of land with the following civic addresses: 1872 Merivale Road 530-540 West Hunt Club Road The location of the Mobilia Centre is indicated on Exhibit 1. 2.2 Land Uses The existing property consists of eight buildings containing retail and restaurant uses. The existing site plan for the property is indicated on Exhibit 2. A summary of the Gross Floor Area (GFA) of each of the buildings is provided in Table 1. Table 1: Existing Land Uses BUILDING EXISTING USE TOTAL GFA GFA (EXCLUDING ELECTRICAL/MECHANICAL/WASHROOMS) 1 Restaurant 522 m 2 452 m 2 2 Retail 626 m 2 626 m 2 Vacant 319 m 2 319 m 2 3 Restaurant 532 m 2 460 m 2 4 Retail 666 m 2 626 m 2 Vacant 1,824 m 2 1,824 m 2 5 Retail 1,116 m 2 1,116 m 2 6 Retail 4,577 m 2 4,577 m 2 7 Retail 558 m 2 558 m 2 8 Restaurant 277 m 2 253 m 2 Total 11,017 m 2 10,811 m 2 There is currently 2,143 m 2 of vacant leasable space within Buildings 2 and 4. August 13, 2014 1

Mobilia Centre Transportation Overview and Parking Study EXHIBIT 1 Site Location 36720 AUGUST 2014 100m 0 200m

WEST HUNT CLUB ROAD 8 1 3 5 MERIVALE R 7 OAD 2 6 4 Mobilia Centre Transportation Overview and Parking Study EXHIBIT 2 Site Plan 36720 AUGUST 2014-10m 0m 20m

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 2.3 Site Access and Parking The property is accessed via a signalized intersection on West Hunt Club Road at Site Access No.1 and an unsignalized intersection on Merivale Road at Site Access No.2, as indicated on Exhibit 2. There are a total of 367 parking spaces provided in the surface parking lot that surrounds the buildings. 2.4 Minor Rezoning Application The existing parking requirements in effect for the property are: Retail Use (Buildings 2,4,5 and 6): 1 space per 40 m 2 of GFA, as per a previous minor variance application; Retail Use (Building 7): 1 space per 29.4 m 2 of GFA, as per the City of Ottawa Zoning By-law (ZBL) No. 2008-250; Restaurant: 10 spaces per 100 m 2 of GFA as per the City of Ottawa ZBL No. 2008-250. Under the current mix of uses on the site and assuming full occupancy of the buildings, the existing parking requirement for the property is 363 spaces. The proposed minor rezoning application is to permit a modified minimum parking rate of 3.0 spaces per 100 m 2 of GFA for a Shopping Centre use at the property. The ZBL currently specifies a minimum parking rate of 3.6 spaces per 100 m 2 of GFA for shopping centres located in suburban areas. The shopping centre minimum parking rate would apply for both retail and restaurant uses, allowing for more flexibility in the uses within each building. The subject property complies with the definition of a shopping centre as stated in the ZBL. Under the current ZBL rate for Shopping Centre use, there would be a requirement to provide 389 parking spaces. The proposed minimum parking rate of 3.0 parking spaces per 100 m 2 of GFA would require 324 parking spaces be provided for the 10,811 m 2 of GFA within the existing buildings. This would result in a surplus of 43 parking spaces provided on the property. Table 2 presents a summary of the parking requirements under each of the scenarios described above. Table 2: Comparison of Existing and Proposed Parking Requirements PARKING REQUIREMENT LAND USE GFA PARKING RATE PARKING SPACES Retail (Bldgs. 2,4,5 and 6) 9,088 m 2 1 space per 40 m 2 227 Existing Approved Rates Retail (Bldg. 7) 558 m 2 1 space per 29.4 m 2 19 Restaurant 1,165 m 2 10 spaces per 100 m 2 117 363 Current ZBL Rate for Shopping Centre Proposed Modified Rate for Shopping Centre Shopping Centre (All Buildings) Shopping Centre (All Buildings) 10,811 m 2 3.6 spaces per 100 m 2 389 10,811 m 2 3.0 spaces per 100 m 2 324 August 13, 2014 4

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments This study will evaluate whether the modified minimum parking rate of 3.0 parking spaces per 100 m 2 of GFA under the Shopping Centre designation is appropriate for the property. The analysis will compare estimates of future parking demand based on the existing parking demand rate recorded on the site with estimates based on industry standard rates. 3 Transportation Network 3.1 Road Network West Hunt Club Road West Hunt Club Road is a major arterial road under the jurisdiction of the City of Ottawa which runs from Richmond Road in the west to Hawthorne Road in the east. An extension of West Hunt Club Road, east of Hawthorne Road to Highway 417, was recently completed and a new interchange at the highway is currently under construction. The section of West Hunt Club Road adjacent to the subject property consists of a four-lane divided urban cross-section with a continuous frontage/right-turn lane lane in the westbound direction. The posted speed limit along this section is 80 km/h. Merivale Road Merivale Road is an arterial road under the jurisdiction of the City of Ottawa which runs from Island Park Drive in the north to Prince of Wales Drive in the south. The section of Merivale Road adjacent to the subject site consists of a four-lane divided cross-section with a posted speed limit of 60 km/h. The existing lane configurations and turning lane storage lengths at the West Hunt Club/Nepean Crossroads/Mobilia Access No. 1 intersection and Merivale Road/Mobilia Access No.2 intersection are indicated on Exhibit 3. 3.2 Transit Service The section of Merivale Road adjacent to the subject site is serviced by the following OC Transpo bus routes: Route 116 is a regular bus route providing all-day transit service between the Borden Farm neighbourhood, located east of Merivale Road and north of Viewmount Drive, and Greenboro station via Merivale Road, the West Hunt Club Business Park and Hunt Club Road. Route 116 is extended along the Transitway between Greenboro station and Hurdman station during peak periods. Route 176 is an all-day regular bus route providing service between Barrhaven Centre station and Tunney s Pasture station via Strandherd Drive, Chapman Mills Drive, Cresthaven Drive, Merivale Road, Carling Avenue and Holland Avenue. Route 176 is extended during peak periods to provide service to/from Hurdman station via downtown Ottawa. The nearest bus stops to the subject property are located on either side of Merivale Road approximately 50 100m south of Mobilia Access No. 2. There is currently no transit service provided along the section of West Hunt Club Road adjacent to the property. Copies of the detailed OC Transpo route maps for each of the bus routes noted above are provided in Appendix A. August 13, 2014 5

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 3.3 Bicycle and Pedestrian Facilities Concrete sidewalks are provided along both sides of Merivale Road and West Hunt Club Road. Designated bicycle lanes are provided in each direction along West Hunt Club Road. 3.4 Existing Traffic Volumes Existing (2014) traffic volumes at the West Hunt Club/Nepean Crossroads Access/Mobilia Access No.1 intersection and Merivale Road/Mobilia Access No. 2 intersection were established based on traffic count surveys conducted on Saturday, June 14, 2014 and Wednesday, June 18, 2014. Exhibit 4 presents the weekday afternoon and Saturday peak hour traffic volumes recorded at the two intersections. The detailed traffic counts are provided in Appendix B. August 13, 2014 6

40 m WEST HUNT CLUB ROAD 50 m MOBILIA ACCESS NO. 1 MERIVALE ROAD 20 m NEPEAN CROSSROADS ACCESS MOBILIA ACCESS NO. 2 STOP TRAVEL LANES TRAFFIC CONTROL SIGNAL STOP XXm STOP CONTROL STORAGE LENGTH Mobilia Centre Transportation Overview and Parking Study EXHIBIT 3 Existing (2014) Lane Configuration and Intersection Control 36720 AUGUST 2014 N.T.S.

WEST HUNT CLUB ROAD MOBILIA ACCESS NO. 1 MERIVALE ROAD NEPEAN CROSSROADS ACCESS 100 (214) 1613 (1120) 29 (57) 29 (37) 1080 (1049) 52 (49) 28 (45) 11 (25) 25 (26) 13 (30) 1299 (827) 93 (141) 16 (21) 56 (177) MOBILIA ACCESS NO. 2 TRAVEL LANES 18 (6) 53 (31) STOP 896 (893) 5 (9) TRAFFIC CONTROL SIGNAL STOP XX (XX) STOP CONTROL PM (SAT) PEAK HOUR TRAFFIC VOLUMES Mobilia Centre Transportation Overview and Parking Study EXHIBIT 4 Existing (2014) PM & Saturday Peak Hour Traffic Volumes 36720 AUGUST 2014 N.T.S.

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 4 Parking Analysis 4.1 Parking Demand Surveys Prior to the commencement of the study, it was agreed with City of Ottawa staff that an evaluation of the current parking demand in the Mobilia Centre would be required in order to determine whether the proposed modified parking rate is appropriate for the site. Parking demand surveys were conducted at the property during weekday afternoon and Saturday peak periods. The surveys were conducted between 12:00PM and 6:00PM on Saturday, June 14, 2014, and between 12:00PM and 6:00PM on Wednesday, June 18, 2014. The total number of parked cars was recorded at 30-minute intervals during these periods. Table 3 provides a summary of the parking survey data. Table 3: Parking Demand Surveys WEEKDAY PEAK PERIOD SATURDAY PEAK PERIOD TIME OCCUPIED PARKING % OCCUPIED PARKING % SPACES SPACES 12:00 113 31% 99 27% 12:30 133 36% 105 29% 13:00 114 31% 110 30% 13:30 109 30% 119 32% 14:00 94 26% 109 30% 14:30 89 24% 91 25% 15:00 79 22% 91 25% 15:30 67 18% 73 20% 16:00 71 19% 83 23% 16:30 69 19% 86 23% 17:00 70 19% 94 26% 17:30 70 19% 92 25% 18:00 87 24% 81 22% Maximum Occupancy 133 36% 119 32% Minimum Occupancy 67 18% 73 20% Average Occupancy 90 24% 95 26% Based on the above, a maximum of 133 parked vehicles were recorded during the weekday afternoon peak period, which represents 36% of the total parking spaces available on the property. A maximum of 119 parked vehicles were recorded during the Saturday peak period, occupying 32% of the total parking spaces available. 4.2 Existing Parking Demand Rates The maximum number of parked vehicles recorded during each period has been used to determine the existing parking demand rates for the property. The existing uses on the property August 13, 2014 9

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments are currently generating the following maximum parking demand during the weekday and Saturday peak periods. Weekday: 8,668 m 2 GFA = 133 vehicles Saturday: 8,668 m 2 GFA = 119 vehicles Based on the above, the following existing parking demand rates have been derived for each peak period: Weekday peak period parking demand rate = 1.53 vehicles per 100 m 2 GFA Saturday peak period parking demand rate = 1.37 vehicles per 100 m 2 GFA Details of the parking surveys and the calculation sheets for the derivation of the parking demand rates are provided in Appendix C. 4.3 Future Parking Demand Existing Rates There is a potential for an additional 2,143 m 2 (23,067 ft 2 ) GFA of shopping centre use within the existing buildings which results in a GFA total (excluding washrooms and electrical/mechanical rooms) of 10,811 m 2 on the property. The future parking demand for the fully occupied buildings has been determined by applying the existing parking demand rates to the total available GFA for the property, as summarized in Table 4. Table 4: Future Parking Demand Existing Rates PEAK PERIOD LAND USE GFA PARKING DEMAND RATE PARKING DEMAND (VEHICLES) Weekday Saturday Shopping Centre Shopping Centre 10,811 m 2 1.53 vehicles per 100 m 2 165 10,811 m 2 1.37 vehicles per 100 m 2 148 Based on the existing parking demand rates, the total parking demand from the fully occupied buildings is estimated to be 165 vehicles during the weekday peak period and 148 vehicles during the Saturday peak period. This level of parking demand can be easily accommodated within the 367 existing parking spaces provided. 4.4 Future Parking Demand ITE Rates The Institute of Transportation Engineers (ITE) has compiled parking demand information recorded at hundreds of sites across the U.S. and Canada in the publication Parking Generation, 3 rd Edition, 2004. The ITE parking demand database includes data from strip, neighbourhood, community, regional and super-regional shopping centres. The estimated parking generation from the fully-occupied Mobilia Centre has been calculated for the weekday and Saturday peak periods using the ITE rates for a shopping centre, and is summarized in Table 5 below: August 13, 2014 10

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Table 5: Future Parking Demand ITE Rates PEAK PERIOD LAND USE GFA AVERAGE PARKING DEMAND RATE PARKING DEMAND (VEHICLES) Weekday Shopping Centre 10,811 m 2 (116,368 ft 2 ) 2.65 vehicles per 1,000 ft 2 308 Saturday Shopping Centre 10,811 m 2 (116,368 ft 2 ) 2.97 vehicles per 1,000 ft 2 346 Based on the average parking demand rates from the ITE publication, the fully occupied buildings are estimated to generate up to 308 vehicles and 346 vehicles during the weekday and Saturday peak periods, respectively. This demand can be adequately accommodated by the existing supply of 367 parking spaces on the site; however it represents a significantly higher demand than what is currently experienced on the site. The ITE rates are derived from data collected at shopping centres of various sizes, including larger regional (400,000 800,000ft 2 ) and super-regional (> 800,000ft 2 ) shopping centres. The wide range of shopping centre types included in the database may explain the overrepresentation of parking demand. As such, the ITE rates can be considered a conservative estimate of future parking demand for this site and are included in the study for the purpose of comparison with the existing recorded rates and to illustrate that the existing parking supply can accommodate parking demand at the higher end of the expected range. August 13, 2014 11

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 5 Traffic Analysis 5.1 Intersection Capacity Analysis Intersection capacity analyses have been carried out for the intersections indicated in Exhibit 3 above, under existing weekday afternoon and Saturday peak hour traffic conditions. Capacity analysis of the signalized and stop-controlled intersections has been carried out using Synchro Version 7 software. The analysis has incorporated traffic signal timing plans provided by the City of Ottawa. Detailed output from the Synchro analysis is included in Appendix D. 5.1.1 Level of Service Criteria - Signalized Intersections The intersection capacity of a traffic signal controlled intersection, is commonly expressed by the manner in which an intersection functions in terms of the Level of Service it provides. In qualitative terms, the Level of Service defines operational conditions within a traffic stream and their perception by motorists. A level-of-service definition generally describes these conditions in terms of such factors as delay, speed and travel time, freedom to manoeuvre, traffic interruptions, safety, comfort and convenience. Level of Service can also be related to the ratio of the volume to capacity (v/c), which is simply the relationship of the traffic volume (either measured or forecast) to the capability of the intersection or road section to accommodate a given traffic volume. This capability varies depending on the factors described above. Levels of Service are given letter designations from A to F. Level of Service A represents the best operating conditions and Level of Service E represents the level at which the intersection or an approach to the intersection is carrying the maximum traffic volume that can, practicably, be accommodated. Level of Service F indicates that the intersection is operating beyond its theoretical capacity. The City of Ottawa has developed criteria as part of the Transportation Impact Assessment Guidelines which directly relate the volume to capacity (v/c) ratio of a signalized intersection to a Level of Service designation. Table 6 presents the Level of Service criteria used for signalized intersections. Table 6: Level of Service Criteria Signalized Intersections LEVEL OF SERVICE VOLUME TO CAPACITY RATIO (V/C) A 0 to 0.60 B 0.61 to 0.70 C 0.71 to 0.80 D 0.81 to 0.90 E 0.91 to 1.00 F >1.00 The intersection capacity analysis technique provides an indication of the Level of Service for each movement at the intersection under consideration and for the intersection as a whole. The overall v/c ratio for an intersection is defined as the sum of equivalent volumes for all critical movements at the intersection divided by the sum of capacities for all critical movements. August 13, 2014 12

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 5.1.2 Level of Service Criteria - Unsignalized Intersections The capacity of an unsignalized intersection can also be expressed in terms of the Level of Service it provides. For an unsignalized intersection, the Level of Service is defined in terms of the average movement delays at the intersection. This is defined as the total elapsed time from when a vehicle stops at the end of the queue until the vehicle departs from the stop line, this includes the time required for a vehicle to travel from the last in queue position to the first in queue position. The average delay for any particular minor movement at the unsignalized intersection is a function of the capacity of the approach and the degree of saturation. The Highway Capacity Manual 2010 (HCM), prepared by the Transportation Research Board, includes Levels of Service criteria for unsignalized intersections related to average movement delays at the intersection, as indicated in Table 7. Table 7: Level of Service Criteria Unsignalized Intersections LEVEL OF SERVICE DELAY (S) A <10 B >10 and <15 C >15 and <25 D >25 and <35 E >35 and <50 F >50 The unsignalized intersection capacity analysis technique included in the HCM and used in the current study provides an indication of the Level of Service for each movement of the intersection under consideration. By this technique, the performance of the unsignalized intersection can be compared under varying traffic conditions, using the Level of Service concept in a qualitative sense. One unsignalized intersection can be compared with another unsignalized intersection using this concept. Level of Service E represents the capacity of the movement under consideration and generally, in large urban areas, Level of Service D is considered to represent an acceptable operating condition (Level of Service E is considered an acceptable operating condition for planning purposes for intersections located in Ottawa s Urban Core the downtown and its vicinity). Level of Service F indicates that the movement is operating beyond its design capacity. 5.1.3 Existing (2014) Traffic Intersection capacity analysis has been conducted for the intersections referenced above under existing traffic conditions, during the weekday PM and Saturday peak hours, utilizing traffic volumes presented in Exhibit 4. The results of the intersection capacity analyses under existing traffic conditions are presented in Table 8 below. August 13, 2014 13

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Table 8: Intersection Capacity Analysis Existing (2014) Traffic INTERSECTION West Hunt Club/Nepean Crossroads/Mobilia Centre Merivale/Mobilia Centre TRAFFIC CONTROL Traffic Signals Stop Control V/C RATIO LEVEL OF SERVICE PEAK HOUR CRITICAL CRITICAL INTERSECTION MOVEMENT MOVEMENT INTERSECTION PM 0.54 0.52 A A SAT 0.79 0.56 C A PM 0.50 - E - SAT 0.38 - C - The results of the intersection capacity analysis indicate that the signalized West Hunt Club Road/Nepean Crossroads Access/Mobilia Access No.1 intersection is presently operating at a high level of service (LOS A) during both the weekday afternoon and Saturday peak hours. The unsignalized intersection of Merivale Road and Mobilia Access No.2 is presently operating at close to its theoretical capacity (LOS E) during the weekday afternoon peak hour and at an acceptable overall operating condition (LOS C) during the Saturday peak hour. The overall level of service of the intersection is governed by the left-turn movement on the eastbound (Mobilia Access) approach. The delay experienced by left-turning vehicles during the afternoon peak hour is due to the relatively heavy traffic volumes (830 veh/h to 1300 veh/h) in each direction along Merivale Road, which provides infrequent gaps for vehicles to enter. While these delays contribute to the level of service E designation for the intersection as a whole, it should be noted that only 13% of the total traffic generated by the Mobilia Centre during the weekday afternoon peak hour make the left-turn movement on this approach. 5.2 Trip Generation 5.2.1 Trip Generation Existing Rates Based on the traffic data recorded at the two study area intersections, the existing property (8,668 m 2 GFA) is generating the following total trips during the weekday afternoon and Saturday peak hours: Weekday PM Peak Hour = 251 veh/h (116 veh/h entering, 135 veh/h exiting) Saturday Peak Hour = 299 veh/h (166 veh/h entering, 133 veh/h exiting) Based on the above, the following trip generation rates have been derived for the weekday afternoon and Saturday peak hours: Weekday PM peak hour trip generation rate = 2.90 veh/h per 100 m 2 GFA Saturday Peak Hour trip generation rate = 3.45 veh/h per 100 m 2 GFA The additional trips that could potentially be generated by occupancy of the existing vacant areas (2,143 m 2 ) has been determined by the application of the existing trip generation rates above, and is summarized in Table 9. August 13, 2014 14

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments Table 9: Trip Generation Existing Rates TRIP GENERATION (VEH/H) PEAK PERIOD LAND USE GFA TRIP GENERATION RATE TOTAL IN OUT Weekday Shopping Centre 2,143 m 2 2.90 veh/h per 100 m 2 62 29 33 Saturday Shopping Centre 2,143 m 2 3.45 veh/h per 100 m 2 74 41 33 It is estimated that the existing vacant areas could generate an additional 62 veh/h during the weekday afternoon peak hour and an additional 74 veh/h during the Saturday peak hour, based on the existing trip generation rates. It is considered that the additional traffic generated by the subject property under this scenario can be adequately accommodated based on the total available capacity at the two access intersections. Should there be an increase in the delay experienced by left-turning vehicles at the Merivale Road access due to the additional site generated traffic, it is anticipated that motorists will opt to exit the site via the West Hunt Club Road access instead, since that intersection is presently operating at a high level of service. 5.2.2 Trip Generation ITE Rates The additional potential trips that could generated by the vacant areas within the existing buildings once they have been occupied have also been estimated using trip generation rates provided in the ITE publication Trip Generation, 9 th Edition, 2012. Table 10 presents a summary of the additional trip generation estimated using ITE rates. Table 10: Trip Generation ITE Rates PEAK PERIOD LAND USE GFA TRIP GENERATION RATE TRIP GENERATION (VEH/H) TOTAL IN OUT Weekday Shopping Centre 2,143 m 2 (23,067 ft 2 ) Saturday Shopping Centre 2,143 m 2 (23,067 ft 2 ) 3.71 veh/h per 1,000 ft 2 86 39 46 4.82 veh/h per 1,000 ft 2 111 62 49 Based on the ITE rates, it is estimated that the Mobilia centre could potentially generate an additional 86 vehicles during the afternoon peak hour and an additional 111 vehicles during the Saturday peak hour, if the vacant areas within the existing buildings are leased. It is considered that the additional traffic generated by the subject property under this scenario can be adequately accommodated based on the total available capacity at the two access intersections. Details of the trip generation calculations and relevant extracts from the ITE publications are provided in Appendix E. August 13, 2014 15

IBI GROUP FINAL REPORT MOBILIA CENTRE - 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Prepared for CPD Developments 6 Findings and Conclusions Based on the analyses undertaken in this study, the main findings and conclusions are as follows: Under the existing parking demand rate recorded on the site, it is estimated that the fully occupied buildings would generate a parking demand of 165 vehicles during the weekday peak period and 148 vehicles during the Saturday peak period, which can be adequately accommodated by the existing parking supply of 367 parking spaces. By comparison, the estimated parking demand of the fully occupied buildings based on ITE rates is 308 vehicles and 346 vehicles during the weekday and Saturday peak periods, respectively. The ITE estimate is considered more conservative as it is based on data from surveys conducted at shopping centers of varying sizes throughout the US and Canada. The West Hunt Club/Road/ Nepean Crossroads Access/Mobilia Access No.1 intersection is presently operating at a high level of service during both the weekday afternoon and Saturday peak hours. The Merivale Road/Mobilia Access No. 2 intersection is presently operating at close to its theoretical capacity during the weekday afternoon peak hour and at an acceptable level of service during the Saturday peak hour. The eastbound left turn is the movement contributing to the overall operating condition of the intersection during the weekday afternoon peak hour. It is currently handling only 13% of the total traffic generated by the Mobilia Centre and is not considered to be a critical movement for accommodating traffic exiting the site. Based on the existing trip generation rates recorded at the site, the vacant space within the existing buildings on the property has the potential to generate an additional 62 vehicles during the weekday afternoon peak hour and an additional 74 vehicles during the Saturday peak hour. By comparison, based on the established ITE rates it is estimated that the vacant space could potentially generate an additional 86 vehicles during the weekday afternoon peak hour and an additional 111 vehicles during the Saturday peak hour. It is considered that the additional site generated trips can be adequately accommodated by the two access intersections. The proposed minimum parking rate of 3.0 spaces per 100 m 2 GFA is considered appropriate for the subject property. August 13, 2014 16

IBI GROUP MOBILIA CENTRE 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Submitted to CPD Developments Appendix A OC Transpo Maps June 30, 2014 A-1

Route / Circuit 116 HURDMAN LYCÉE CLAUDEL SMYTH RIVERSIDE H PLEASANT PARK Bank BILLINGS BRIDGE Walkley Bank HERON WALKLEY GREENBORO Airport Aéroport SOUTH KEYS Uplands G. Carman B. Macdonald MERIVALE Mall/Mail OC TRANSPO Colonnade Viewmount W. Hunt Club Colonnade AM only/seulement Merivale AM PM LOWE S Slack Prince of Wales AM Anta res Auriga Riverside Deakin MacFarlane Briggs Hunt Cl ub R. Rideau R. Canadair Legend Légende Transitway & Station (All time periods /En tout temps) Transitway & Station (Peak periods, Mon.-Fri.) (Périodes de pointe, lundi - vendredi) Some trips / Quelques trajets Light Rail Connection / Correspondance au train léger Park & Ride / Parc-o-Bus Timepoint / Heures de passage

Route / Circuit 176 LEBRETON Albert Slater MACKENZIE KING PM LAURIER CAMPUS LEES TUNNEY'S PASTURE Scott BAYVIEW Holland Booth 417 Elgin Metcalfe O'Connor Bank Kent Lyon Bay Bronson AM HURDMAN Carling WESTGATE Merivale Kirkwood Clyde Baseline Meadowlands Merivale Colonnade W. Hunt Club Antares Prince of Wales Deakin Legend Légende Transitway & Station (all time periods / tout temps) Slack Auriga MacFarlane Fallowfield Merivale Peak periods only Monday - Friday / périodes de pointe seulement du lun. au ven. Bill Leathem Leikin Selected trips / Trajets sélectionnés Light Rail Connection / Correspondance au train léger Park & Ride / Parc-o-Bus Timepoint / Heures de passage Crestway RCMP GRC Cresthaven Greenbank Longfields Strandherd Marketplace Beatrice Chapman Mills MARKETPLACE NEPEAN WOODS Woodroffe Cresthave n BARRHAVEN CENTRE

IBI GROUP MOBILIA CENTRE 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Submitted to CPD Developments Appendix B Traffic Data June 30, 2014 A-2

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Street 1 West Hunt Club Street 2 Mobilia Plaza access Street 3 CTC/Rona access Road Conditions: dry Date: 18/6/14 Day Name: Wednesday Start Time: 1500 Number of Hours: 3 VEHICLE VOLUME FIELD SHEET TIME NORTHBOUND APPROACH ON MOBILIA SOUTHBOUND APPROACH ON CTC/RONA EASTBOUND APPROACH ON WEST HUNT CLUB WESTBOUND APPROACH ON WEST HUNT CLUB LT ST RT LT ST RT LT ST RT LT ST RT 1500-1515 5 3 3 26 5 22 10 273 16 3 353 30 1515-1530 8 1 10 12 3 21 5 294 13 7 450 21 1530-1545 5 4 6 17 5 19 15 273 14 12 396 25 1545-1600 6 1 5 13 1 26 5 246 14 6 371 23 SUB TOTAL 24 9 24 68 14 88 35 1086 57 28 1570 99 1600-1615 6 5 7 14 7 27 4 267 11 4 396 31 1615-1630 6 2 5 18 6 30 7 256 8 8 411 37 1630-1645 5 2 6 15 3 13 2 248 6 6 334 26 1645-1700 3 2 5 17 4 25 4 218 10 18 358 34 SUB TOTAL 20 11 23 64 20 95 17 989 35 36 1499 128 1700-1715 7 6 17 18 6 26 6 218 8 13 366 30 1715-1730 0 1 8 13 2 32 3 225 5 10 410 34 1730-1745 4 2 5 12 0 21 7 269 3 8 397 30 1745-1800 8 2 8 23 3 22 8 237 14 9 324 38 SUB TOTAL 19 11 38 66 11 101 24 949 30 40 1497 132 TOTAL 63 31 85 198 45 284 76 3024 122 104 4566 359 GRAND TOTAL 179 527 3222 5029 PEAK HOUR LT ST RT LT ST RT LT ST RT LT ST RT 1515-1615 25 11 28 56 16 93 29 1080 52 29 1613 100 GRAND TOTAL 64 165 1161 1742

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Street 1 Merivale Road Street 2 Mobilia Plaza access VEHICLE VOLUME FIELD SHEET Road Conditions: dry Date: 18/6/14 Day Name: Wednesday Start Time: 1500 Number of Hours: 3 TIME NORTHBOUND APPROACH ON MERIVALE SOUTHBOUND APPROACH ON MERIVALE EASTBOUND APPROACH ON MOBILIA ACCESS WESTBOUND APPROACH ON LT ST UTURNS LT ST RT LT ST RT LT ST RT 1500-1515 2 218 0 N/A 223 10 2 N/A 16 1515-1530 2 205 0 256 7 5 3 1530-1545 2 214 0 270 6 3 7 1545-1600 2 181 0 312 7 4 5 SUB TOTAL 8 818 0 1061 30 14 31 1600-1615 3 226 0 281 5 7 9 1615-1630 2 224 0 339 2 13 15 1630-1645 3 227 0 343 1 6 13 1645-1700 2 200 0 317 7 5 13 SUB TOTAL 10 877 0 1280 15 31 50 1700-1715 0 238 0 283 2 4 10 1715-1730 0 231 0 356 3 3 17 1730-1745 2 205 0 307 3 1 4 1745-1800 1 194 0 265 4 4 3 SUB TOTAL 3 868 0 1211 12 12 34 TOTAL 21 2563 0 3552 57 57 115 GRAND TOTAL 2584 3609 172 PEAK HOUR 1630-1730 5 896 0 0 1299 13 18 0 53 GRAND TOTAL 901 1312 71

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Street 1 West Hunt Club Street 2 Mobilia Plaza access Street 3 CTC/Rona access Road Conditions: dry Date: 14/6/14 Day Name: Saturday Start Time: 1200 Number of Hours: 4 VEHICLE VOLUME FIELD SHEET TIME NORTHBOUND APPROACH ON MOBILIA SOUTHBOUND APPROACH ON CTC/RONA EASTBOUND APPROACH ON WEST HUNT CLUB WESTBOUND APPROACH ON WEST HUNT CLUB LT ST RT LT ST RT LT ST RT LT ST RT 1200-1215 6 4 15 33 3 28 17 266 20 16 298 44 1215-1230 3 2 16 42 2 20 11 221 10 14 267 47 1230-1245 6 8 12 41 4 27 7 300 10 21 273 58 1245-1300 9 7 9 39 6 39 10 267 14 12 305 56 SUB TOTAL 24 21 52 155 15 114 45 1054 54 63 1143 205 1300-1315 1 3 13 53 7 42 10 260 15 8 263 55 1315-1330 10 7 11 44 4 33 10 222 10 16 279 45 1330-1345 10 2 12 42 4 39 10 223 18 15 267 43 1345-1400 8 7 25 40 1 41 8 243 20 8 268 59 SUB TOTAL 29 19 61 179 16 155 38 948 63 47 1077 202 1400-1415 11 6 14 37 4 36 9 257 15 17 284 42 1415-1430 7 9 15 49 4 37 11 279 18 10 193 60 1430-1445 4 5 13 42 5 36 3 227 16 18 269 42 1445-1500 8 9 8 53 5 36 10 225 8 14 279 48 SUB TOTAL 30 29 50 181 18 145 33 988 57 59 1025 192 1500-1515 8 6 13 54 3 43 7 266 18 6 294 36 1515-1530 9 3 13 50 5 34 2 243 11 10 301 34 1530-1545 4 3 6 28 5 43 5 262 16 16 274 46 1545-1600 2 4 16 43 3 34 6 254 15 14 253 29 SUB TOTAL 23 16 48 175 16 154 20 1025 60 46 1122 145 TOTAL 106 85 211 690 65 568 136 4015 234 215 4367 744 GRAND TOTAL 402 1323 4385 5326 PEAK HOUR LT ST RT LT ST RT LT ST RT LT ST RT 1230-1330 26 25 45 177 21 141 37 1049 49 57 1120 214 GRAND TOTAL 96 339 1135 1391

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Street 1 Merivale Road Street 2 Mobilia Plaza Merivale access VEHICLE VOLUME FIELD SHEET Road Conditions: dry Date: 14/6/14 Day Name: Saturday Start Time: 1200 Number of Hours: 4 TIME NORTHBOUND APPROACH ON MERIVALE ROAD SOUTHBOUND APPROACH ON MERIVALE ROAD EASTBOUND APPROACH ON MOBILIA ACCESS WESTBOUND APPROACH ON LT ST UTURN LT ST RT LT ST RT LT ST RT 1200-1215 1 195 2 N/A 182 9 4 N/A 9 1215-1230 5 206 1 186 8 2 7 1230-1245 1 233 0 217 9 1 7 1245-1300 1 179 0 189 4 0 6 SUB TOTAL 8 813 3 774 30 7 29 1300-1315 2 275 0 235 9 3 11 1315-1330 3 171 0 147 10 0 3 1330-1345 1 209 0 165 3 1 6 1345-1400 3 208 1 217 11 1 7 SUB TOTAL 9 863 1 764 33 5 27 1400-1415 1 193 0 195 15 4 5 1415-1430 0 231 0 193 5 5 6 1430-1445 1 182 0 187 7 1 6 1445-1500 1 201 0 220 6 1 7 SUB TOTAL 3 807 0 795 33 11 24 1500-1515 1 170 0 169 8 0 2 1515-1530 2 136 0 222 10 2 5 1530-1545 0 163 0 186 8 1 8 1545-1600 2 138 0 185 9 2 6 SUB TOTAL 5 607 0 762 35 5 21 TOTAL 25 3090 4 3095 131 28 101 GRAND TOTAL 3119 3226 129 PEAK HOUR 1215-1315 9 893 1 0 827 30 6 0 31 GRAND TOTAL 903 857 37

IBI GROUP MOBILIA CENTRE 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Submitted to CPD Developments Appendix C Parking Analysis Parking Demand Survey Data Parking Demand Rate Calculation Sheets June 30, 2014 A-3

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Location: Mobilia retail centre at West Hunt Club and Merivale Roads Road Conditions dry Date 18/6/14 PARKING DEMAND FIELD SHEET Day Name: Wednesday Start Time 1200 Number of Hours 6 TIME TOTAL AVAILABLE PARKING SPACES : 367 VACANT SPACES Occupied Spaces COMMENTS 1200 254 113 1230 234 133 1300 253 114 1330 258 109 1400 273 94 1430 278 89 1500 288 79 1530 300 67 1600 296 71 1630 298 69 1700 297 70 1730 297 70 1800 280 87 31% 36% 31% 30% 26% 24% 22% 18% 19% 19% 19% 19% 24% Average vacancy rate over 6 hour count period: 76% Lowest vacancy rate: 12:30 hr - 64% Highest vacancy rate : 15:30 hr - 82% Maximum Occupancy 133 surveyor notes that approximately 10 to 15 vehicles entered site from RONA/CTC plaza and exited site at Merivale access/egress to avoid lights at W. Hunt Club and Merivale Road 36% Minimum Occupancy 67 18% Average Occupancy 90 24%

Geospace Research Associates Urban and Regional Geographers 491 Edgeworth Avenue, Ottawa, Ontario. K2B5L2 Location: Mobilia retail centre at West Hunt Club and Merivale Roads Road Conditions dry Date 14/6/14 PARKING DEMAND FIELD SHEET Day name: Saturday Start Time 1200 Number of Hours 6 TIME TOTAL AVAILABLE PARKING SPACES : 367 VACANT SPACES Parked vehicles COMMENTS 1200 268 99 1230 262 105 1300 257 110 1330 248 119 1400 258 109 1430 276 91 1500 276 91 1530 294 73 1600 284 83 1630 281 86 1700 273 94 1730 275 92 1800 286 81 27% 29% 30% 32% 30% 25% 25% 20% 23% 23% 26% 25% 22% Average vacancy rate over 6 hour count period: 74% Lowest vacancy rate: 13:30 hr - 67.5% Highest vacancy rate :1800 hr - 78% Maximum Occupancy 119 32% Minimum Occupancy 73 20% Average Occupancy 95 26%

Mobilia Centre Parking Study Parking Calculations Shopping Centre Parking Requirement Proposed Modified Shopping Centre Total GFA Electrical/Storage/Washrooms GFA for Parking Calculations Existing Parking Requirement Bldg Land Use (ZBL) Rate m 2 ft 2 m 2 ft 2 m 2 ft 2 Parking Rate Spaces Required Parking Rate Spaces Required Parking Rate Spaces Required 1 Restaurant 522.0 5,618.76 70.4 757.78 451.6 4,860.98 1/10 m2 45.16 3.6/100 m2 16.26 3.0/100 m2 13.55 Retail 945.0 10,171.89 0.00 945.0 10,171.89 1/40 m2 23.63 3.6/100 m2 34.02 3.0/100 m2 28.35 2 Occupied 626.0 6,738.20 0.00 626.0 6,738.20 Vacant 319.0 3,433.68 0.00 319.0 3,433.68 3 Restaurant 532.0 5,726.39 71.8 772.85 460.2 4,953.55 1/10 m2 46.02 3.6/100 m2 16.57 3.0/100 m2 13.81 Retail 2,722.0 29,299.34 271.8 2,925.63 2,450.2 26,373.71 1/40 m2 61.26 3.6/100 m2 88.21 3.0/100 m2 73.51 4 Occupied 0.00 0.00 626.2 6,740.35 Vacant 0.00 0.00 1,824.0 19,633.35 5 Retail 1,116.0 12,012.51 0.00 1,116.0 12,012.51 1/40 m2 27.90 3.6/100 m2 40.18 3.0/100 m2 33.48 6 Retail 4,577.0 49,266.37 0.00 4,577.0 49,266.37 1/40 m2 114.43 3.6/100 m2 164.77 3.0/100 m2 137.31 7 Retail 558.0 6,006.26 0.00 558.0 6,006.26 1/29.4 m2 18.98 3.6/100 m2 20.09 3.0/100 m2 16.74 8 Restaurant 277.0 2,981.60 24.0 258.33 253.0 2,723.27 1/10 m2 25.30 3.6/100 m2 9.11 3.0/100 m2 7.59 Total 11,249.0 121,083.11 438.0 4,714.59 10,811.0 116,368.52 362.66 389.20 324.33 Total Occupied 8,668.0 93,301.49 Total Vacant 2,143.0 23,067.04 Existing Parking Demand Rates Peak Period Weekday Afternoon Satruday GFA Occupied Max. Parking Demand Parking Demand Rate (veh/100m2) GFA Total Parking Demand 8,668.00 133.0 vehicles 1.53 10,811.00 165.88 8,668.00 119.0 vehicles 1.37 10,811.00 148.42 Parking Demand ITE Rates Peak Period Weekday Afternoon Satruday GFA Total ITE Parking Demand Rate Parking Demand 116,368.52 2.65 veh/1,000ft2 308.38 116,368.52 2.97 veh/1,000ft2 345.61

IBI GROUP MOBILIA CENTRE 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Submitted to CPD Developments Appendix D Intersection Capacity Analysis June 30, 2014 A-4

Mobilia Centre Transportation Overview Existing (2014) Traffic 3: West Hunt Club & Nepean Crossroads Access PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 29 1080 52 29 1613 100 25 11 28 56 16 93 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 40.0 0.0 0.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 0 0 1 0 Taper Length (m) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.991 0.941 0.872 Flt Protected 0.950 0.950 0.981 0.950 Satd. Flow (prot) 1647 3270 0 1647 4689 0 0 1600 0 1647 1511 0 Flt Permitted 0.085 0.228 0.749 0.777 Satd. Flow (perm) 147 3270 0 395 4689 0 0 1222 0 1347 1511 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 8 11 30 101 Link Speed (k/h) 80 80 50 50 Link Distance (m) 329.4 316.8 103.5 121.5 Travel Time (s) 14.8 14.3 7.5 8.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 32 1174 57 32 1753 109 27 12 30 61 17 101 Shared Lane Traffic (%) Lane Group Flow (vph) 32 1231 0 32 1862 0 0 69 0 61 118 0 Turn Type pm+pt Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.6 34.3 34.3 34.3 35.7 35.7 35.7 35.7 Total Split (s) 20.0 84.0 0.0 64.0 64.0 0.0 36.0 36.0 0.0 36.0 36.0 0.0 Total Split (%) 16.7% 70.0% 0.0% 53.3% 53.3% 0.0% 30.0% 30.0% 0.0% 30.0% 30.0% 0.0% Yellow Time (s) 4.6 4.6 4.6 4.6 3.3 3.3 3.3 3.3 All-Red Time (s) 1.7 1.7 1.7 1.7 3.4 3.4 3.4 3.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 4.0 6.3 6.3 4.0 6.7 6.7 4.0 6.7 6.7 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max None None None None Act Effct Green (s) 96.1 96.1 88.5 88.5 10.9 10.9 10.9 Actuated g/c Ratio 0.80 0.80 0.74 0.74 0.09 0.09 0.09 v/c Ratio 0.17 0.47 0.11 0.54 0.50 0.50 0.51 Control Delay 4.9 4.8 7.9 8.8 43.3 64.6 21.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.9 4.8 7.9 8.8 43.3 64.6 21.1 LOS A A A A D E C Approach Delay 4.8 8.7 43.3 35.9 Approach LOS A A D D Queue Length 50th (m) 1.1 35.8 2.0 65.8 8.1 12.8 3.5 Queue Length 95th (m) 3.5 56.4 6.5 90.9 21.0 24.7 19.0 Internal Link Dist (m) 305.4 292.8 79.5 97.5 JCD Lanes, Volumes, Timings IBI Group 2014-06-26

Mobilia Centre Transportation Overview Existing (2014) Traffic 3: West Hunt Club & Nepean Crossroads Access PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (m) 50.0 40.0 20.0 Base Capacity (vph) 289 2620 291 3462 321 329 445 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.47 0.11 0.54 0.21 0.19 0.27 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 70 (58%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 9.4 Intersection LOS: A Intersection Capacity Utilization 56.6% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: West Hunt Club & Nepean Crossroads Access JCD Lanes, Volumes, Timings IBI Group 2014-06-26

Mobilia Centre Transportation Overview Existing (2014) Traffic 9: Mobilia Access No.2 & Merivale Road PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 18 53 5 896 1299 13 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 20 58 5 974 1412 14 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 1910 706 1426 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1910 706 1426 tc, single (s) 6.9 7.0 4.2 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 66 84 99 cm capacity (veh/h) 57 372 458 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 77 330 649 706 706 14 Volume Left 20 5 0 0 0 0 Volume Right 58 0 0 0 0 14 csh 155 458 1700 1700 1700 1700 Volume to Capacity 0.50 0.01 0.38 0.42 0.42 0.01 Queue Length 95th (m) 16.7 0.3 0.0 0.0 0.0 0.0 Control Delay (s) 49.1 0.4 0.0 0.0 0.0 0.0 Lane LOS E A Approach Delay (s) 49.1 0.1 0.0 Approach LOS E Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 49.1% ICU Level of Service A Analysis Period (min) 15 JCD HCM Unsignalized Intersection Capacity Analysis IBI Group 2014-06-26

Mobilia Centre Transportation Overview Existing (2014) Traffic 3: West Hunt Club & Nepean Crossroads Access Saturday Peak Hr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 37 1049 49 57 1120 214 26 25 45 177 21 141 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (m) 50.0 0.0 40.0 0.0 0.0 0.0 20.0 0.0 Storage Lanes 1 0 1 0 0 0 1 0 Taper Length (m) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Lane Util. Factor 1.00 0.95 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.976 0.936 0.870 Flt Protected 0.950 0.950 0.987 0.950 Satd. Flow (prot) 1647 3270 0 1647 4618 0 0 1601 0 1647 1508 0 Flt Permitted 0.125 0.229 0.873 0.700 Satd. Flow (perm) 217 3270 0 397 4618 0 0 1416 0 1213 1508 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 8 51 40 153 Link Speed (k/h) 80 80 50 50 Link Distance (m) 329.4 316.8 103.5 121.5 Travel Time (s) 14.8 14.3 7.5 8.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 40 1140 53 62 1217 233 28 27 49 192 23 153 Shared Lane Traffic (%) Lane Group Flow (vph) 40 1193 0 62 1450 0 0 104 0 192 176 0 Turn Type pm+pt Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.6 34.3 34.3 34.3 35.7 35.7 35.7 35.7 Total Split (s) 13.0 74.0 0.0 61.0 61.0 0.0 36.0 36.0 0.0 36.0 36.0 0.0 Total Split (%) 11.8% 67.3% 0.0% 55.5% 55.5% 0.0% 32.7% 32.7% 0.0% 32.7% 32.7% 0.0% Yellow Time (s) 4.6 4.6 4.6 4.6 3.3 3.3 3.3 3.3 All-Red Time (s) 1.7 1.7 1.7 1.7 3.4 3.4 3.4 3.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 4.0 6.3 6.3 4.0 6.7 6.7 4.0 6.7 6.7 4.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max None None None None Act Effct Green (s) 75.1 75.1 67.3 67.3 21.9 21.9 21.9 Actuated g/c Ratio 0.68 0.68 0.61 0.61 0.20 0.20 0.20 v/c Ratio 0.17 0.53 0.26 0.51 0.33 0.79 0.42 Control Delay 8.9 10.6 17.7 14.3 24.9 64.1 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 10.6 17.7 14.3 24.9 64.1 10.8 LOS A B B B C E B Approach Delay 10.5 14.4 24.9 38.6 Approach LOS B B C D Queue Length 50th (m) 2.3 55.9 6.0 60.5 10.7 36.2 3.7 Queue Length 95th (m) 6.7 86.5 16.9 85.2 22.8 55.4 18.7 Internal Link Dist (m) 305.4 292.8 79.5 97.5 JCD Lanes, Volumes, Timings IBI Group 2014-06-26

Mobilia Centre Transportation Overview Existing (2014) Traffic 3: West Hunt Club & Nepean Crossroads Access Saturday Peak Hr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (m) 50.0 40.0 20.0 Base Capacity (vph) 236 2235 243 2847 407 323 514 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.17 0.53 0.26 0.51 0.26 0.59 0.34 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 2 (2%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 73.4% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: West Hunt Club & Nepean Crossroads Access JCD Lanes, Volumes, Timings IBI Group 2014-06-26

Mobilia Centre Transportation Overview Existing (2014) Traffic 9: Mobilia Access No.2 & Merivale Road Saturday Peak Hr Movement EBL EBR NBL NBT SBT SBR Lane Configurations Volume (veh/h) 6 31 9 893 827 30 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 34 10 971 899 33 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 1404 449 932 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1404 449 932 tc, single (s) 6.9 7.0 4.2 tc, 2 stage (s) tf (s) 3.5 3.3 2.2 p0 queue free % 95 94 99 cm capacity (veh/h) 125 549 712 Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 40 333 647 449 449 33 Volume Left 7 10 0 0 0 0 Volume Right 34 0 0 0 0 33 csh 354 712 1700 1700 1700 1700 Volume to Capacity 0.11 0.01 0.38 0.26 0.26 0.02 Queue Length 95th (m) 2.7 0.3 0.0 0.0 0.0 0.0 Control Delay (s) 16.5 0.5 0.0 0.0 0.0 0.0 Lane LOS C A Approach Delay (s) 16.5 0.2 0.0 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 JCD HCM Unsignalized Intersection Capacity Analysis IBI Group 2014-06-26

IBI GROUP MOBILIA CENTRE 1872 MERIVALE ROAD AND 530/540 WEST HUNT CLUB ROAD TRANSPORTATION OVERVIEW AND PARKING STUDY Submitted to CPD Developments Appendix E Trip Generation Trip Generation Rate Calculation Sheets June 30, 2014 A-5

Project: Mobilia Centre Proj # 36720 Date: August 4, 2014 Trip Generation - Existing Rates Land Use Type Quantity Units AM Peak Hour PM Peak Hour Saturday Peak Hour Entering Exiting Total Entering Exiting Total Entering Exiting Total 820: Shopping Centre Peak Hour of Adjacent Street Traffic/Generator (Sat) variable: 100 Sq. m Gross Leasable Area 2,143 sq. m T=2.90*(X/100) T=3.45*(X/100) 46% 54% 100% 56% 44% 100% 29 34 62 41 33 74 Mixed-Use Reduction -0% 0 0 0 0 0 0 Subtotal 29 34 62 41 33 74 Pass-By Trips 0% 0 0 0 0 0 0 New Trips 0% 0 0 0 0 0 0 Total 29 34 62 41 33 74

Project: Mobilia Centre Proj # 36720 Date: August 4, 2014 Trip Generation - ITE Rates Land Use Type Quantity Units AM Peak Hour PM Peak Hour Saturday Peak Hour Entering Exiting Total Entering Exiting Total Entering Exiting Total 820: Shopping Centre Peak Hour of Adjacent Street Traffic/Generator (Sat) variable: 1000 Sq. Feet Gross Leasable Area Note: 2,143 m2 = 23,067 ft2 23,067 Sq. ft T=3.71*(X/1000) T=4.82*(X/1000) 46% 54% 100% 56% 44% 100% 39 46 86 62 49 111 Mixed-Use Reduction -0% 0 0 0 0 0 0 Subtotal 39 46 86 62 49 111 Pass-By Trips 0% 0 0 0 0 0 0 New Trips 0% 0 0 0 0 0 0 Total 39 46 86 62 49 111