Riocan – 2525 Carling Avenue – Lincoln Fields Shopping Centre Transportation Impact Assessment Report

December 2018

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre Transportation Impact Assessment Report

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre

Transportation Impact Assessment Strategy Report

prepared for: RioCan Yonge Eglington Centre 2300 Yonge Street, Suite 500 Toronto, ON M4P 1E3

prepared by:

1223 Michael Street North Suite 100 Ottawa, ON K1J 7T2

December 18, 2018

476888-01000

TABLE OF CONTENTS

1. TIA SCREENING FORM ...... 1 2. DESCRIPTION OF PROPOSED DEVELOPMENT ...... 1 2.1. PROPOSED DEVELOPMENT ...... 1 3. EXISTING CONDITIONS ...... 1 3.1. AREA ROAD NETWORK ...... 1 3.2. PEDESTRIAN/CYCLING NETWORK ...... 4 3.3. TRANSIT NETWORK ...... 4 3.4. EXISTING STUDY AREA INTERSECTION ...... 5 3.5. EXISTING INTERSECTION OPERATIONS ...... 7 3.6. EXISTING ROAD SAFETY CONDITIONS ...... 8 3.7. EXISTING AREA TRAFFIC MANAGEMENT MEASURES ...... 9 4. PLANNED CONDITIONS ...... 9 4.1. PLANNED STUDY AREA TRANSPORTATION NETWORK CHANGES ...... 9 4.2. OTHER AREA DEVELOPMENTS ...... 9 4.2.1. DYMON SELF STORAGE – 2583-2599 CARLING AVENUE ...... 9 4.2.2. URBAN STRUCTURE PROPERTIES LTD - 351 CROYDON AVENUE ...... 9 5. STUDY AREA ...... 9 5.1. TRANSIT ...... 9 5.2. NETWORK CONCEPT ...... 9 5.3. INTERSECTION DESIGN ...... 10 6. TIME PERIODS ...... 10 7. HORIZON YEARS ...... 10 8. EXEMPTIONS REVIEW...... 10 9. DEVELOPMENT-GENERATED TRAVEL DEMAND ...... 10 9.1. TRIP GENERATION ...... 10 9.1.1. COMMERCIAL/RETAIL TRIP GENERATION ...... 10 9.1.2. MODE SHARES ...... 11 9.2. TRIP DISTRIBUTION...... 12 9.3. TRIP ASSIGNMENT ...... 12 10. BACKGROUND NETWORK TRAVEL DEMANDS ...... 14 10.1. TRANSPORTATION NETWORK PLANS ...... 14 10.2. BACKGROUND GROWTH ...... 14 10.2.1. PROJECTED BACKGROUND 2020 OPERATIONS ...... 15 10.2.2. PROJECTED BACKGROUND 2025 OPERATIONS ...... 16 10.3. OTHER AREA DEVELOPMENTS ...... 17 11. DEVELOPMENT DESIGN ...... 17 11.1. CIRCULATION AND ACCESS ...... 17 12. PARKING ...... 17 12.1. PARKING SUPPLY ...... 17 13. BOUNDARY STREET DESIGN...... 17

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14. ACCESS INTERSECTION DESIGN ...... 18 14.1. LOCATION AND DESIGN OF ACCESS ...... 18 14.2. INTERSECTION CONTROL ...... 18 14.3. INTERSECTION DESIGN ...... 18 14.3.1. PROJECTED TOTAL OPERATIONS ...... 18 14.3.2. MMLOS ANALYSIS ...... 18 15. SUMMARY OF IMPROVEMENTS INDICATED AND MODIFICATIONS OPTIONS ...... 19

LIST OF FIGURES

FIGURE 1: LOCAL CONTEXT ...... 2 FIGURE 2: SITE PLAN ...... 3 FIGURE 3: AREA TRANSIT NETWORK – ROUTES ...... 4 FIGURE 4: AREA TRANSIT NETWORK – STOP LOCATIONS ...... 5 FIGURE 5: EXISTING PEAK HOUR TRAFFIC VOLUMES ...... 8 FIGURE 6: FORECASTED PEAK HOUR VEHICLE TRIPS (EXCLUDING PASS-BY TRIPS) ...... 13 FIGURE 7: FORECASTED PEAK HOUR PASS-BY TRIPS ...... 13 FIGURE 8: TOTAL FORECASTED PEAK HOUR VEHICLE TRIPS ...... 14 FIGURE 9: PROJECTED BACKGROUND 2020 TRAFFIC VOLUMES ...... 15 FIGURE 10: PROJECTED BACKGROUND 2025 TRAFFIC VOLUMES ...... 16

LIST OF TABLES

TABLE 1: EXEMPTIONS REVIEW SUMMARY ...... 10 TABLE 2: 9TH EDITION ITE TRIP GENERATION RATES ...... 11 TABLE 3: 9TH EDITION ITE VEHICLE TRIP GENERATION ...... 11 TABLE 4: 9TH EDITION ITE PASS-BY RATES ...... 11 TABLE 5: TOTAL SITE PERSON TRIP GENERATION ...... 12 TABLE 6: PROJECTED BACKGROUND 2020 PERFORMANCE AT STUDY AREA INTERSECTIONS ...... 15 TABLE 7: PROJECTED BACKGROUND 2025 PERFORMANCE AT STUDY AREA INTERSECTIONS ...... 16 TABLE 8: MMLOS – BOUNDARY STREET SEGMENTS ...... 17 TABLE 9: MMLOS – BOUNDARY SIGNALIZED INTERSECTIONS ...... 18

LIST OF APPENDICES APPENDIX A – SCREENING FORM AND CORRESPONDENCE APPENDIX B – OC TRANSPO ROUTE INFORMATION APPENDIX C – TRAFFIC DATA APPENDIX D – COLLISION DATA APPENDIX E – 2020 AND 2025 SYNCHRO ANALYSIS

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TIA Plan Reports

On 14 June 2017, the Council of the City of Ottawa adopted new Transportation Impact Assessment (TIA) Guidelines. In adopting the guidelines, Council established a requirement for those preparing and delivering transportation impact assessments and reports to sign a letter of certification.

Individuals submitting TIA reports will be responsible for all aspects of development-related transportation assessment and reporting, and undertaking such work, in accordance and compliance with the City of Ottawa’s Official Plan, the Transportation Master Plan and the Transportation Impact Assessment (2017) Guidelines.

By submitting the attached TIA report (and any associated documents) and signing this document, the individual acknowledges that s/he meets the four criteria listed below.

CERTIFICATION

1. I have reviewed and have a sound understanding of the objectives, needs and requirements of the City of Ottawa’s Official Plan, Transportation Master Plan and the Transportation Impact Assessment (2017) Guidelines; 2. I have a sound knowledge of industry standard practice with respect to the preparation of transportation impact assessment reports, including multi modal level of service review; 3. I have substantial experience (more than 5 years) in undertaking and delivering transportation impact studies (analysis, reporting and geometric design) with strong background knowledge in transportation planning, engineering or traffic operations; and 4. I am either a licensed1 or registered2 professional in good standing, whose field of expertise [check ✓ appropriate field(s)] is either transportation engineering □ or transportation planning □.

1,2 License of registration body that oversees the profession is required to have a code of conduct and ethics guidelines that will ensure appropriate conduct and representation for transportation planning and/or transportation engineering works.

City Of Ottawa Ville d'Ottawa Infrastructure Services and Community Services d 'infrastructure et Viabilité des Sustainability collectivités Planning and Growth Management Urbanisme et Gestion de la croissance 110 Laurier Avenue West, 4th fl. 110, avenue Laurier Ouest Ottawa, ON K1P 1J1 Ottawa (Ontario) K1P 1J1 Tel. : 613-580-2424 Tél. : 613-580-2424 Fax: 613-560-6006 Télécopieur: 613-560-6006

Transportation Impact Assessment Guidelines

Dated at Ottawa this 18 day of December , 20 18 . (City)

Name: Ronald Jack (Please Print)

Professional Title: Senior Transportation Engineer

Signature of Individual certifier that s/he meets the above four criteria

Office Contact Information (Please Print) Address: 1223 Michael Street

City / Postal Code: Ottawa K1J 7T2

Telephone / Extension: 613 – 738 ‐ 4160

E‐Mail Address: [email protected]

Stamp

18-Dec-18

68 Revision Date: June, 2017

TIA Forecasting Report

1. TIA SCREENING FORM The Screening Form for the proposed development has been prepared and included as Appendix A. The screening exercise identified the need for a Transportation Impact Assessment (TIA) based on the Location trigger as it is within a 600m radius of the existing Lincoln Fields transitway (future LRT) station and both Richmond Road and Carling Avenue are design priority areas. The proposed Site Plan will see a demolition of the existing shopping centre and relocation of two tenants (Metro and Rexall) to new buildings. The overall reduction in shopping centre space is approximately 18,600 m2 (200,000 sq. ft.). The site will connect to the adjacent road network through the existing driveways on Richmond Road, Croydon Avenue, Assaly Road and Carling Avenue.

2. DESCRIPTION OF PROPOSED DEVELOPMENT

2.1. PROPOSED DEVELOPMENT

The proposed Site Plan for 2525 Carling Avenue facilitates the demolition of the existing shopping centre and accommodates existing tenant obligations. A City-led Community Design Plan and Secondary Plan exercise to develop an overall plan surrounding the future LRT station at Lincoln Fields is scheduled to begin late 2018/early 2019 to review the area as a whole and engage the community. The ultimate zoning and land use planned for the shopping centre will be determined through this process and future development phases will proceed once LRT is opened at Lincoln Fields station.

The current zoning is a mix of Arterial Mainstreet (AM in the centre and AM10 along the Richmond and Carling frontages), with the permitted uses accommodating a broad range of uses including retail, service commercial, offices, residential and institutional uses in mixed-use buildings or side by side in separate buildings in areas designated Arterial Mainstreet in the Official Plan. The existing site access/egress driveways are located on Carling (signalized full movement), Croydon (full movement), Richmond (right-in/right-out), and a secondary access (signalized full movement) is provided through private property (owner by others) adjacent to the east. A total of approximately 1,268 parking spots will be provided on the entire site, including 259 spaces dedicated to the new Metro and Rexall buildings. It is noted that the existing site includes 1,050 parking spaces so there is a net increase of 218 parking spaces associated with the demolition and new construction. The site’s local context is illustrated in Figure 1 and the Phase 1 Site Plan is illustrated in Figure 2. The estimated date of completion of the Phase 1 development is 2020.

The Zoning By-Law and Private Approach By-Law will be the City regulatory documents primarily used for analysis of this site.

3. EXISTING CONDITIONS

3.1. AREA ROAD NETWORK

The following City-owned roads are within the study area network:

Carling Avenue is an east-west arterial road, extending from March Road, through Nepean to Bronson Avenue. Within the proposed Study Area, Carling Avenue is a divided four to six lane urban roadway with a posted speed limit of 60km/h. Carling Avenue is also identified as a trucking route. The right-of-way protection for Carling is 44.5m.

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Forecasting Report 1

Figure 1: Local Context

Richmond Road is an east-west arterial road, extending from Baseline Road, through Nepean to Island Park Drive. Within the proposed Study Area, Richmond Road is a two-lane urban roadway with a posted speed limit of 50km/h. Richmond Road is also identified as a trucking route. The right-of-way protection for Richmond is 37.5m.

Croydon Avenue is a two-lane local road, extending from Regina Street to Carling Avenue. The road has an assumed 50km/h unposted speed limit.

Assaly Road is a two-lane local road, extending north from Richmond Road to Regina Street. The road has an assumed 5- km/h unposted speed limit.

The NCC-owned Sir John A Macdonald Parkway is located east of the site.

Adjacent retail and commerical driveways are located on Richmond Road and Croydon Avenue, and residential driveways are located on the south side of Carling Avenue.

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Strategy Report 2 Figure 2: Proposed Site Plan

3.2. PEDESTRIAN/CYCLING NETWORK

The pedestrian network is comprised of sidewalks on both sides of Richmond and Carling, and along the west side of Croydon. A multi-use pathway connection is provided along Sir John A Macdonald corridor. Richmond and Carling are designated cycling spine routes, and Richmond has bike lanes with a section of cycle track between Forest and Sir John A Macdonald on the south side of the roadway. Multi-use pathways along Sir John A Macdonald also provide cycling facilities to/from the east of the site.

3.3. TRANSIT NETWORK

Transit service within the vicinity of the site is currently provided by OC Transpo Routes #11, 16, 85, 97, and 153. These routes provide the following service:  Route #11 currently provides service along Richmond Road approximately every 10-30 minutes between Bayshore and Rideau. This route will discontinue service between Lincoln Fields and Bayshore stations as of September 2, 2018.  Route #16 provides service along Richmond Road and Carling Avenue, looping through the shopping centre approximately every 10-30 minutes between Britannia Park and the General Hospital Campus Ring Road.  Route #85 provides service along Carling Avenue every 15-30 minutes between Bayshore and Rideau.  Route #97 provides service along Carling Avenue every 15-30 minutes predominantly between Bayshore and the Airport.  Route #153 provides service between Lincoln Fields and the Carlingwood Mall, looping through the Lincoln Fields Shopping Centre between 8am and 5:20pm.

Figure 3 illustrates the routes within the vicinity of the Lincoln Fields Shopping Centre, and Figure 4 illustrates the stop locations in the surrounding area. The transit routes and timetables are provided in Appendix B.

Figure 3: Area Transit Network – Routes

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Figure 4: Area Transit Network – Stop Locations

http://plan.octranspo.com/plan, accessed November 1, 2018

3.4. EXISTING STUDY AREA INTERSECTION

Carling / Access #1 Carling Avenue / Access #1 is a 4-legged signalized intersection. The northbound approach (Connaught) consists of a one-way, right-out approach. The southbound approach consists of a left-turn lane and an auxiliary right-turn lane. The east and westbound approaches have 3 through lanes, and auxiliary lanes are provided into the Lincoln Fields Shopping Centre (westbound left-turn lane and eastbound right-turn lane). It is noted that the Southbound left-turn lane is prohibited during the AM peak period, Monday to Friday between the hours of 7:00 to 9:00)

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Croydon / Access #2 Croydon / Access #2 is a 3-legged intersection with yield- control on the minor approach. The southbound approach (Croydon) consists of a shared through-left lane, the northbound approach consists of a shared through-right lane and the westbound approach consists of a shared left-turn lane.

Richmond / Access #3 Richmond Road / Access #3 is a 3-legged intersection with stop-control on the minor approach. The northbound approach (Access#3) consists of a right-in/right-out access. The eastbound approach consists of a through lane and an auxiliary left-turn lane that extends back from Assaly Road. The westbound approach consists of a through lane. A bike lane is provided in the westbound direction and no stopping is permitted on the additional pavement width between the bike lane and sidewalk.

Richmond / Assaly Richmond Road / Assay Road is a 4-legged signalized intersection. The northbound approach (Assaly) is a private access consisting of a shared through/left-turn lane and an auxiliary left turn lane. The southbound approach consists of a shared single lane permitting all movements. The eastbound and westbound approaches consist of a shared through/right-turn lane and an auxiliary left-turn lane. The eastbound left-turn lane extends to 1365 Richmond Road, near Croydon Avenue, and serves as a left turn lane for adjacent driveways on the north side of Richmond Road. Additional shoulder width is provided in the westbound direction, on the far side of the bike lane.

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Carling / Croydon Carling / Croydon is a 3-legged signalized T-intersection. The southbound approach (Croydon) consists of an auxiliary left turn lane and a shared left/right turn lane. The eastbound approach consists of three through lanes and an auxiliary left-turn lane. The westbound approach consists of two through lanes and a shared through-left turn lane.

Richmond / Croydon Richmond / Croydon is a 4-legged signalized intersection. The southbound approach (Croydon) consists of a single full movement lane. Westbound and eastbound approaches consist of an auxiliary left-turn lane and a shared through/right-turn lane. The northbound approach consists of consists of an auxiliary left-turn lane and shared through/right-turn lane. The northbound approach also has a bike pocket and a no right on red restriction.

3.5. EXISTING INTERSECTION OPERATIONS

The existing peak hour traffic volumes (illustrated in Figure 5) were obtained from City of Ottawa turning movement counts, which were completed in 2016. The resulting peak hour and full traffic volume counts are included as Appendix C. The turning movement counts for the secondary accesses have been left blank as tenant changes (e.g. vacancy of Walmart) within the site are not accurately accounted for in the existing data.

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Figure 5: Existing Peak Hour Traffic Volumes

3.6. EXISTING ROAD SAFETY CONDITIONS

Collision history for study area roads has been requested from the City of Ottawa. The available data on Open Data Ottawa website has been summarized as follows.

Over the four-year period, the types of collisions cited by police include: rear end (35% or 35 collisions), turning movement (33% or 33 collisions), sideswipe (13% or 12 collisions), angled (10% or 10 collisions), single vehicle (other) (5% or 5 collisions), other (4% or 4 collisions), and single vehicle (unattended vehicle) (1% or 1 collision). Three pedestrian related collisions are also noted (Carling Avenue and Sir John A Macdonald, Carling Avenue and Croydon Avenue, and Richmond Road and Croydon Avenue) and a single cyclist collision is noted at Richmond Road and Croydon Avenue.

A standard unit of measure for assessing collisions at an intersection is based on the number collisions per million entering vehicles (MEV). At intersection and road segment within the study area, reported collisions per MEV is as follows:  0.06 collisions/MEV at the Carling Avenue and Sir John A Macdonald intersection  0.30 collisions/MEV at the Carling Avenue and Connaught Avenue intersection  0.09 collisions/MEV at the Carling Avenue and Tavistock Road intersection  0.69 collisions/MEV at the Carling Avenue and Croydon Avenue intersection  0.94 collisions/MEV at the Richmond Road and Croydon Avenue intersection

With respect to the subject site, there does not appear to be any prevailing safety issues at the study area intersections beyond the high congestion (e.g. rear ends and sideswipes/lane changes) The higher collisions/MEV value at the Richmond

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Road and Croydon Avenue intersection is half rear end collisions (10 of the 20 collisions) and may be due to the skewed geometry of the intersection.

The open source collision data as provided as Appendix D.

3.7. EXISTING AREA TRAFFIC MANAGEMENT MEASURES

There are currently no existing area traffic management measures present within the study area.

4. PLANNED CONDITIONS

4.1. PLANNED STUDY AREA TRANSPORTATION NETWORK CHANGES

As outlined within the Ottawa Transportation Master Plan, Richmond Road is identified to be widened between conceptually Carling Avenue and Highway 417 but is not listed in the Affordable Network. The Stage 2 LRT extension is planned to be open at the Lincoln Fields Station by 2023. A future sidewalk connection is planned along Connaught Avenue, connecting south to multi-use pathway connection on Roman Avenue.

No future projects are identified as part of the Ward 7 Planned Construction Program.

4.2. OTHER AREA DEVELOPMENTS

4.2.1. DYMON SELF STORAGE – 2583-2599 CARLING AVENUE

A Site Plan Control and Zoning Bylaw Amendment application for the 2583 and 2599 Carling Avenue has been submitted for a proposed Dymon self-storage facility. The site is comprised of a 136,000 sq. ft storage facility and 10,000 sq. ft. of retail space. Site accesses will be located on Carling Avenue, Forest Street and Bond Street. Given the unique trip characteristics of Dymon storage sites, the overall traffic impacts are anticipated to be negligible.

4.2.2. URBAN STRUCTURE PROPERTIES LTD - 351 CROYDON AVENUE

A Site Plan Control application for the 351 Croydon Avenue property been submitted for a proposed three storey, eight-unit residential building. Due to the size of the development, no transportation study was completed and should have minimal impact on the area. The lot is currently vacant, and it has been used by food trucks.

5. STUDY AREA

5.1. TRANSIT

As discussed in Section 3.3, transit is served within the area with bus stops for Route #11, 16, 85, 97 and 153, with stops located within the site and on the boundary road network.

5.2. NETWORK CONCEPT

Screenline SL-24 is located along the Sir John A. Macdonald and Transitway corridor between the Ottawa River and Pinecrest Creek Pathway (north of Baseline Road). The removal of the shopping centre will represent an overall decrease in the screenline volumes.

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5.3. INTERSECTION DESIGN

No changes to the existing site access are proposed as part of the demolition of the existing building and construction of two smaller buildings for the existing Metro and Rexall tenants.

6. TIME PERIODS No operational analysis is required for the demolition of the existing shopping centre. The morning and afternoon roadway peaks would be the critical time periods.

7. HORIZON YEARS It is estimated that the demolition of the shopping centre and construction of two smaller buildings to accommodate the existing Metro and Rexall tenants will be completed by 2020. No operational analysis is required for the horizon year as existing conditions are based on higher site-generated traffic than the future conditions.

8. EXEMPTIONS REVIEW Based on the foregoing analysis and review of the existing conditions in Step 2, the Scoping Report, it is recommended that, if required, any future work within the context of this TIA excludes the following modules and elements summarized in Table 1. Table 1: Exemptions Review Summary Module Element Exemption Consideration 4.1 Development 4.1.3 New Not required for Site Plans. Design Street Networks 4.2.2 Spillover 4.2 Parking The overall site will not be under 15% of unconstrained demand. Parking Network Impact Component All Elements The location does not trigger the trip generation. (Modules 4.5 – 4.9)

9. DEVELOPMENT-GENERATED TRAVEL DEMAND

9.1. TRIP GENERATION

As the proposed development is reducing both the number of tenants and floor area compared to existing conditions, it is difficult to assess the approximate trip share each of the existing tenants contributes to the site. As such, the following sections will develop the trip generation as if the site is brand new, zero all the existing turning movements to/from the site and re-apply the new trip generation to the study area intersections. To re-iterate: the site will experience a reduction in overall trips to/from the site with the demolition of the existing shopping mall. The Metro (supermarket), Rexall (pharmacy), Wendy’s (fast food with drive-through), and Pizza Pizza (fast-food without drive-through) will remain on site after the demolition and removal of over 100,000 sq. ft. of shopping mall. The only new proposed land use will be 8,300 sq. ft. of single tenant office space.

9.1.1. COMMERCIAL/RETAIL TRIP GENERATION

The trip generation rates for the proposed development were obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition for the retail component. Table 2 summarizes the trip generation rates.

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Table 2: 9th Edition ITE Trip Generation Rates Trip Rates Land Use ITE Code AM Peak PM Peak Supermarket 850 n/a Ln(T) = 0.74 Ln(x) + 3.25 Pharmacy 880 n/a T = 9.48(x) Office 715 T = 1.67(x) + 21.93 T = 1.52(x) + 34.6 Fast-Food without Drive Through 933 n/a T = 26.15(x) Fast-Food with Drive Through 934 n/a T = 32.65(x) Notes: T = Average Trip Ends x =Gross Floor Area

ITE trip generation surveys only record vehicle trips and typically reflect highly suburban locations (with little to no access by travel modes other than private automobiles), adjustment factors appropriate to the more connected suburban study area context were applied to attain estimates of person trips for the proposed development. This approach is considered appropriate within the industry for more urban developments.

To convert ITE vehicle trip rates to person trips, an auto occupancy factor and a non-auto trip factor were applied to the ITE vehicle trip rates. Our review of available literature suggests that a combined factor of approximately 1.28 is considered reasonable to account for typical North American auto occupancy values of approximately 1.15 and combined transit and non-motorized modal shares of less than 10%. As such, the person trip generation for the proposed site is summarized in Table 3

Table 3: 9th Edition ITE Vehicle Trip Generation

Data AM Peak (veh/h) PM Peak (veh/h) Land Use Floor Area Source In Out Total In Out Total Supermarket ITE 850 28,200 sq.ft. - - - 194 203 397 Pharmacy ITE 880 8,000 sq.ft. - - - 55 54 109 Office ITE 715 8,300 sq.ft. 41 6 47 9 52 61 Fast-Food without Drive Through ITE 933 3,500 sq.ft. - - - 60 59 119 Fast-Food with Drive Through ITE 934 3,600 sq.ft. - - - 79 74 153

Pass-by percentages were also applied, consistent with the ITE Trip Generation Manual 9th Edition for each land use and is summarized in Table 4.

Table 4: 9th Edition ITE Pass-By Rates

Land Use Pass-By Rate

Supermarket 30% Pharmacy 30% Office - Fast-Food without Drive Through 50% Fast-Food with Drive Through 50%

9.1.2. MODE SHARES

Using the ITE Auto Trips projected in Table 3 and the modal share percentages from the 2011 NCR Household Origin – Destination Survey, the modal share for the proposed development are summarized in Table 5 with the associated pass- by volumes.

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Table 5: Total Site Person Trip Generation Mode AM Peak (persons/h) PM Peak (persons/h) Travel Mode Share In Out Total In Out Total Auto Driver 55% 23 4 27 250 280 530 Auto Passenger 15% 6 1 7 68 76 144 Transit 15% 6 1 7 68 76 144 Non-motorized 15% 6 0 6 67 76 143 Total People Trips 100% 41 6 47 450 508 961 Sub-Total Auto Trips 23 4 27 213 238 451 Pass-By Auto - - - -78 -78 -166 Total Auto Trips 23 4 27 135 160 373

As shown in Table 5, based on the ITE Trip Generation, the proposed development is projected to generate approximately 30 two-way vehicle trips during the weekday AM peak and 451 two-way vehicle trips (including 166 pass-by trips) during the weekday PM peak.

9.2. TRIP DISTRIBUTION

Traffic distribution was based on the 2011 NCR Household Origin – Destination Survey, existing volume splits at study area intersections and our knowledge of the surrounding area. The resultant distribution is as follows.  25% to/from the east via Carling Avenue  38% to/from the west via Carling Avenue  37% to/from the west via Richmond Road 100%

9.3. TRIP ASSIGNMENT

The resulting site-generated vehicle trips were assigned to the study area intersections using the above distribution. Figure 6 illustrates the forecasted future trips, Figure 7 illustrates the forecasted pass-by trips, and Figure 8 illustrates the total site-generated vehicle trips used in this analysis.

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Figure 6: Forecasted Peak Hour Vehicle Trips (Excluding Pass-by Trips)

Figure 7: Forecasted Peak Hour Pass-By Trips

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Figure 8: Total Forecasted Peak Hour Vehicle Trips

10. BACKGROUND NETWORK TRAVEL DEMANDS

10.1. TRANSPORTATION NETWORK PLANS

The transportation network changes have been discussed within Section 4.1.

10.2. BACKGROUND GROWTH

The background traffic volumes along Carling Avenue and Richmond Road have been assumed to increase by 2% by 2025. As the demolition will be completed during the interim, a 1% increase has been assumed during the 2020 horizon.

As the demolition of the existing building structures is completed, traffic volumes at the site’s existing accesses will be affected to a much greater degree than at the adjacent intersections of Croydon/Carling and Croydon/Richmond. This is due to the anticipated reduction of vehicles entering and exiting the site; For this reason, the analysis moving forward will focus on only the mall’s accesses listed below:  Connaught/Access #1/Carling  Assaly/Richmond  Croydon / Access #2  Richmond / Access #3 Figure 9 and Figure 10 illustrate the future background traffic volumes for the 2020 and 2025 future background traffic volumes, respectively. These volumes include the reduction in the existing site-generated vehicle trips developed in Section 9.0.

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10.2.1. PROJECTED BACKGROUND 2020 OPERATIONS

The projected 2020 traffic volumes illustrated in Figure 9 were derived by superimposing the total forecasted peak hour vehicle trips (Figure 8) onto the 2020 background traffic growth. Since the planned demolition of the existing retail space is removing traffic, the total projected vehicle traffic entering and exiting the site is less than the existing vehicle traffic. Table 6 provides a summary of the projected 2020 operations at the study area intersections. The SYNCHRO model output of projected 2020 conditions is provided within Appendix E. Figure 9: Projected Background 2020 Traffic Volumes

Table 6: Projected Background 2020 Performance at Study Area Intersections

Weekday AM Peak (PM Peak) Intersection Critical Movement Intersection ‘as a whole’ max. v/c or LoS Movement Delay (s) LoS v/c avg. delay (s) Signalized Carling / Access #1 B(B) 0.62(0.65) EBT(WBT) 4.9(13.2) B(B) 0.61(0.63) Richmond / Assaly D(B) 0.83(0.67) EBT(WBT) 21.3(10.9) B(B) 0.69(0.61) Stop-Controlled / Yield Control Croydon / Access #2 A(B) 10.0(11.7) WBT(WBT) 0.1(2.7) A(A) - Richmond / Access #3 A(B) 0.0(11.6) NBT(NBT) 0.0(0.3) A(A) - Note: Analysis of signalized intersections assumes a PHF of 1.0 and a saturation flow rate of 1800 veh/h/lane.

As shown in Table 6, the study area intersections, ‘as a whole’, are projected to operate at an acceptable LoS ‘B’ or better during the peak hours with regard to City of Ottawa operating standards. The critical movements at study area intersections are projected to operate at a LoS ‘E’ or better during the peak hours.

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10.2.2. PROJECTED BACKGROUND 2025 OPERATIONS

The projected 2025 traffic volumes illustrated in Figure 10 were derived by superimposing the total new site generated traffic (Figure 8) onto the 2025 background traffic. Since the planned demolition of the existing retail space is removing traffic, the total vehicle traffic entering and exiting the site is less than the existing vehicle traffic. The resulting total projected 2025 traffic volumes are illustrated in Figure 10. Table 7 provides a summary of the projected 2025 operations at the study area intersections. The SYNCHRO model output of projected 2025 conditions is provided within Appendix E. Figure 10: Projected Background 2025 Traffic Volumes

Table 7: Projected Background 2025 Performance at Study Area Intersections

Weekday AM Peak (PM Peak)

Intersection Critical Movement Intersection ‘as a whole’ max. v/c or LoS Movement Delay (s) LoS v/c avg. delay (s) Signalized Carling / Access #1 B(C) 0.69(0.72) EBT(WBT) 5.3(14.3) B(B) 0.68(0.70) Richmond / Assaly E(C) 0.92(0.74) EBT(WBT) 25.8(12.3) C(B) 0.78(0.68) Stop-Controlled / Yield Control Croydon / Access #2 A(B) 10.0(11.7) WBT(WBT) 0.1(2.7) A(A) - Richmond / Access #3 A(B) 0.0(12.2) NBT(NBT) 0.0(0.3) A(A) - Note: Analysis of signalized intersections assumes a PHF of 1.0 and a saturation flow rate of 1800 veh/h/lane.

As shown in Table 7, study area intersections are projected to operate similar to the total projected 2020 conditions with the study area intersections, ‘as a whole’, are projected to operate at an acceptable LoS ‘B’ or better during the peak hours

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Strategy Report 16

with regard to City of Ottawa operating standards. The critical movements at study area intersections are projected to operate at a LoS ‘E’ or better during the peak hours. No improvements are recommended for the 2025 horizon year.

10.3. OTHER AREA DEVELOPMENTS

The City of Ottawa’s Development Applications webtool has been used to determine if there are proposed developments within the area of influence of the proposed development. These developments have been discussed in greater detail in Section 4.2 and will have negligible impacts from these developments are anticipated on the study area intersections.

11. DEVELOPMENT DESIGN

11.1. CIRCULATION AND ACCESS

The existing driveway connections to adjacent roads will be used for the proposed development and currently support delivery vehicles and OC Transpo vehicles. No issues are noted with the proposed loading bays.

12. PARKING

12.1. PARKING SUPPLY

Vehicle Parking A total of approximately 1,268 parking spots will be provided on the entire site, including 259 spaces dedicated to the new Metro and Rexall buildings. It is noted that the existing site includes 1,050 parking spaces so there is a net increase of 218 parking spaces associated with the demolition and new construction.

Bicycle Parking A total of 108 bicycle parking spaces are proposed, this includes 8 exterior parking spaces and 100 interior parking spaces provided within the underground parking level. This amount of bicycle parking meets the City’s minimum requirement with respect to the City’s By-Law.

13. BOUNDARY STREET DESIGN The boundary streets for the development are Carling Avenue, Croydon Avenue, and Richmond Road. It is assumed that no complete street exercises have been completed for the area and will likely be included as part of the Secondary Plan exercise at Lincoln Fields LRT Station.

The multi-modal level of service analysis for the road segments along the boundary streets adjacent to the site is summarized in Table 8, with detail analysis provided in Appendix F. The existing MMLoS targets for the Arterial Main Streets and General Urban Local Street were used for this site and are shown in Table 8. Table 8: MMLOS – Boundary Street Segments

Level of Service Road Segment Pedestrian (PLoS) Bicycle (BLoS) Transit (TLoS) Truck (TkLoS) PLoS Target BLoS Target TLoS Target TLoS Target Carling Avenue F C F C D No Target A D Croydon Avenue B C B D D No Target B No Target Richmond Road (south side) C C A C D No Target C E Richmond Road (north side) C C D C D No Target C E

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Strategy Report 17

As shown in Table 8, the pedestrian and bicycle target level of service is not currently met on Carling Avenue. The travel speeds, assumed to be above the posted 60km/h, govern the pedestrian LoS, and the 3 travel lanes in each direction govern the bicycle LoS. Carling Avenue would need to be reduced to an operating speed of 30-50 km/h and narrowed to 2 lanes per direction to meet the MMLOS targets.

Along Richmond Road, the bicycle target level of service is not met on the north side of the roadway due to the adjacent parking lane. If the parking lane was removed and the bike lane placed at the curb side, the level of service would be met, but this would require the reconstruction of the north side of Richmond Road (by others).

As such, no improvements to the boundary streets are recommended as part of the proposed development.

14. ACCESS INTERSECTION DESIGN

14.1. LOCATION AND DESIGN OF ACCESS

The proposed development will use the existing Lincoln Fields Shopping Centre access points. No changes or modifications are proposed as part of this development.

14.2. INTERSECTION CONTROL

The proposed development will use the existing Lincoln Fields Shopping Centre access points. No changes or modifications are proposed as part of this development.

14.3. INTERSECTION DESIGN

14.3.1. PROJECTED TOTAL OPERATIONS

As the existing shopping centre will be demolished and some existing tenants relocated, the background conditions represent the future projected operations. Refer to Section 10.2 for the intersection operations.

14.3.2. MMLOS ANALYSIS

The MMLoS analysis for the study area signalized intersections is summarized in Table 9. The detailed MMLoS analysis is provided as Appendix F. Table 9: MMLoS – Boundary Signalized Intersections Level of Service Intersection Pedestrian (PLoS) Bicycle (BLoS) Transit (TLoS) Truck (TkLoS) PLoS Target BLoS Target TLoS Target TkLoS Target Carling / Access #1 F C F C B No Target D D Richmond / Assaly D C D C C No Target E D

The issues discussed in Section 13, the speeds and road width of Carling Avenue directly impact the pedestrian and the lack of dedicated facilities impacts the bicycle LoS for the Carling Avenue/Access #1 intersection.

Richmond Road and Assaly Road do not meet the pedestrian levels of service due to the crossing distance on Richmond Road and the bicycle target level of service is not met due to the mixed traffic approaches from the north and south, and the need to cross a lane to turn left from Richmond Road. Bike boxes would need to be implemented along Richmond Road

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Strategy Report 18

with dedicated facilities on Assaly Road and the private approach to the south to meet the level of service targets. The truck level of service is not achieved at this intersection due to the single receiving lanes on the approaches. As such, no improvements to the boundary study area intersections are recommended as part of the proposed development.

15. SUMMARY OF IMPROVEMENTS INDICATED AND MODIFICATIONS OPTIONS Based on the results summarized herein, the following conclusions are provided:

Proposed Site  The proposed Site Plan will see a demolition of the existing shopping centre and relocation of two tenants (Metro and Rexall) to new buildings. This represents an overall reduction in shopping centre floor space of approximately 18,600 m2 (200,000 sq. ft.);  The proposed development will connect to the adjacent road network via the existing driveway connections to Richmond Road, Croydon Avenue, Assaly Road and Carling Avenue.

Background Conditions  The demolition of the existing mall does not include any new tenants or land uses as part of the proposed Site Plan;  A desktop review identified a total background traffic growth of 2% by 2025 on Carling Avenue and Richmond Road;  Overall, the study area intersections, ‘as-a-whole’, are projected to operate acceptably during the peak hours for both the 2020 and 2025 horizons years;  No local improvements are recommended for the 2020 or 2025 total projected traffic conditions; and,  No new land uses are proposed at this time that would generate future traffic volumes.

Site Plan  The number of vehicle and bicycle parking spaces meet the City’s minimum By-Law requirement;  The existing Lincoln Fields Shopping Centre access driveways will provide adequate access to the site; and,  No issues have been noted with respect to site circulation or truck turning movements.

Boundary Streets  No improvements are recommended for Carling Avenue, Richmond Road or Assaly Road to address the MMLOS deficiencies.

Based on the foregoing, the proposed Site Plan is recommended from a transportation perspective.

Prepared by: Reviewed by:

18-Dec-18 18-Dec-18

Matthew Mantle, P.Eng. Ronald Jack, P.Eng. Transportation Engineer Senior Transportation Engineer

RioCan – 2525 Carling Avenue – Lincoln Fields Shopping Centre – Transportation Impact Assessment Strategy Report 19

Appendix A Screening Form and Correspondence

1223 Michael Street, Suite 100, Ottawa, Ontario, K1J 7T2 P: +1 613.738.4160 l F: +1 613.739.7105 l www.parsons.com

City of Ottawa 2017 TIA Guidelines Date 21-Aug-18 TIA Screening Form Project RioCan - Lincoln Fields Project Number 908489-40021 Results of Screening Yes/No Development Satisfies the Trip Generation Trigger No Development Satisfies the Location Trigger Yes Development Satisfies the Safety Trigger No

Module 1.1 - Description of Proposed Development Municipal Address 2525 Carling Avenue, Ottawa CON 1 OF PT LOT 22 & 23 PLAN;348 PT LOT 45 TO 57 PLAN 311;PT Description of location LOT 48 RP 4R-489 PT PT 2;PTS 5 & 11 Land Use Existing Shopping Mall, Zoned AM and AM10 Development Size Removal approximately 100,000 sq. ft. 3 existing accesses (Carling, Croydon and Richmond) with secondary Number of Accesses and Locations access within private lands on Richmond Development Phasing Single phase Buildout Year 2019-2020 Sketch Plan / Site Plan See attached

Module 1.2 - Trip Generation Trigger Land Use Type Destination Retail Development Size -9290 sq. m Trip Generation Trigger Met? No

Module 1.3 - Location Triggers Development Proposes a new driveway to a boundary street that is designated as part of the City's Transit Priority, Rapid No Transit, or Spine Bicycle Networks (See Sheet 3) Development is in a Design Priority Area (DPA) or Transit- Yes oriented Development (TOD) zone. (See Sheet 3) Location Trigger Met? Yes

Module 1.4 - Safety Triggers Posted Speed Limit on any boundary road <80 km/h Horizontal / Vertical Curvature on a boundary street limits No sight lines at a proposed driveway A proposed driveway is within the area of influence of an adjacent traffic signal or roundabout (i.e. within 300 m of intersection in rural conditions, or within 150 m of No intersection in urban/ suburban conditions) or within auxiliary lanes of an intersection; A proposed driveway makes use of an existing median break No that serves an existing site There is a documented history of traffic operations or safety concerns on the boundary streets within 500 m of the No development The development includes a drive-thru facility No Safety Trigger Met? No Harte, Andrew

From: Jack, Ronald Sent: Friday, August 17, 2018 11:27 AM To: Baggs, Rosanna Cc: Harte, Andrew; Stuart Craig Subject: Re: Lincoln Fields Redevelopment TIA: Proposed Table of Contents

OK but it will be extremely brief.

Sent from my iPhone

On Aug 17, 2018, at 11:25 AM, Baggs, Rosanna wrote:

HI Ron,

Regardless if there is a reduction (and you can note this in the report) it is still required so that the City can have accurate information related to this applications and what the site will be contributing to the network.

Please complete the forecasting section.

Regards,

Rosanna Baggs, C.E.T. Project Manager, Infrastructure Approvals | GPRJ Approbation demandes infrastructure Development Review West Branch | Dir Services d'exam des dem d'amgt Tel |Tél. : 613‐580‐ 2424 ext. | poste 26388

***Absence alert*** Please note that I will be out of the office with no access to e-mail Friday August 31 to Friday September 7. I will be returning on Monday September 10, 2018

From: Jack, Ronald Sent: Friday, August 17, 2018 11:22 AM To: Baggs, Rosanna Cc: Harte, Andrew ; 'Stuart Craig' Subject: RE: Lincoln Fields Redevelopment TIA: Proposed Table of Contents

Hi Rosanna As there will be a reduction is site‐generated traffic, it is meaningless to do any traffic forecasting, as we would be removing not adding traffic volumes from the adjacent intersections. What I propose is we will identify the pedestrian and transit trips of the proposed smaller development, we will identify the background traffic growth and we will identify other area development, but as the existing traffic in the study area is greater before than after development, we won’t be doing and vehicle forecasting. As such, we will be doing only the meaningful/relevant components of Step 3 applicable to this project. Regards Ron

1 Ronald Jack, P.Eng. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. ** 1223 Michael Street Suite 100 Ottawa, ON K1J 7T2 P: 613.738.4160 x5250 F: 613.739.7105 [email protected] http://www.parsons.com

From: Baggs, Rosanna Sent: Friday, August 17, 2018 11:03 AM To: Jack, Ronald Cc: Harte, Andrew ; 'Stuart Craig' Subject: RE: Lincoln Fields Redevelopment TIA: Proposed Table of Contents

Hi Ron,

All of Step 1‐3 will be required.

This Traffic Impact Assessment will be exempt from: ‐ the Design Review Components (Mods 4.1‐4.4) ‐ Mods 4.6 and 4.8 of the Network Impact Component. ‐ You will have to advise me whether you meet the exemption for Mods 4.5.

Please let me know if you have any questions or concerns.

Regards,

***Absence alert*** Please note that I will be out of the office with no access to e-mail Friday August 31 to Friday September 7. I will be returning on Monday September 10, 2018

From: Jack, Ronald Sent: Friday, August 17, 2018 10:55 AM To: Baggs, Rosanna Cc: Harte, Andrew ; Stuart Craig Subject: Lincoln Fields Redevelopment TIA: Proposed Table of Contents

Hi Rosanna As you know, RioCan will be demolishing much of the current shopping centre and providing new buildings for their existing Metro and Rexall tenants. Other existing tenants in the current main building will not be accommodated resulting in significantly less floor area on site and a significantly lower site traffic generation compared to when the existing buildings were occupied.

2 With this as background, and related to the TIA report requirements, we note that the Trip Generation Trigger is not satisfied, the Location Trigger is satisfied and the Safety Trigger may not be triggered as no new site connections are proposed. Given this, attached is the Table of Contents that we believe is appropriate for the TIA Report for this project. The topics/items we propose to address are highlighted in green. The topics not highlighted will not be addressed. We believe the proposed table of contents will address all the relevant transportation‐related topics needed to make informed decisions on the proposed redevelopment that will have a lower site traffic generation than the historic on‐site development.

We are basing our work plan/fee to RioCan on the proposed (green) table of contents, and would therefore very much appreciate your comments and approval. Any questions, please call to discuss. Regards Ron

Ronald Jack, P.Eng. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. ** 1223 Michael Street Suite 100 Ottawa, ON K1J 7T2 P: 613.738.4160 x5250 F: 613.739.7105 [email protected] http://www.parsons.com Mantle, Matthew

From: Mantle, Matthew Sent: Tuesday, December 18, 2018 3:15 PM To: Mantle, Matthew Subject: RE: Lincoln Fields - Site Plan Application Coordination

Responses in red below:

Traffic Engineering

1. There are No Right Turn on Red heading NB at Richmond Road/Croydon Avenue and NB Richmond Road / Assaly Road to help facilitate the bike boxes. Noted, NB right on red restricted in models. 2. Southbound Left Turn prohibition at Carling Avenue / Connaught Avenue between the hours 7‐9; M‐F. Noted. 3. These prohibitions to remain and should be documented. Report updated to reflect notes in section 3.4.

Transportation Engineering Services 1. If trip generation trigger is not met, Module 3.1 is exempted from the TIA. Noted. Section added previously at request by City as part of Step 2 Review. Section remains to show projected new traffic of the site due to the reduced Commercial and Office space provided.

From: Baggs, Rosanna Sent: Wednesday, December 12, 2018 11:47 AM To: Mantle, Matthew ; Nahas, Rani Cc: Baker, Mark ; Jack, Ronald Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Matthew,

Please see the comments from the circulation:

Traffic Engineering

1. There are No Right Turn on Red heading NB at Richmond Road/Croydon Avenue and NB Richmond Road / Assaly Road to help facilitate the bike boxes. 2. Southbound Left Turn prohibition at Carling Avenue / Connaught Avenue between the hours 7‐9; M‐F. 3. These prohibitions to remain and should be documented.

Transportation Engineering Services 1. If trip generation trigger is not met, Module 3.1 is exempted from the TIA.

If the above can be incorporated into the next submission, please proceed with Step 4. Otherwise, please discuss responses prior to proceeding.

Regards,

From: Mantle, Matthew Sent: Monday, December 10, 2018 3:23 PM To: Nahas, Rani ; Baggs, Rosanna Cc: Baker, Mark ; Jack, Ronald Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rosanna,

We are looking to prepare and submit step 4 in the coming days to meet with our client’s deadline, would I be able to get an update on the review of Step 3 for Lincoln fields?

Thank you,

Matt

Matthew Mantle, P.Eng. Transportation Engineer

1223 Michael Street, Suite 100, Ottawa, ON K1J 7T2 [email protected] - +1 613.691.1528 PARSONS - Envision More www.parsons.com | LinkedIn[linkedin.com] | Twitter [twitter.com]| Facebook [facebook.com]

From: Nahas, Rani Sent: Thursday, November 29, 2018 4:24 PM To: Baggs, Rosanna Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' ; Mantle, Matthew Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rosanna,

Please see attached Synchro files for Step 3.

Thanks, Rani

2 From: Baggs, Rosanna Sent: Thursday, November 29, 2018 4:21 PM To: Nahas, Rani Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' ; Mantle, Matthew Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rani,

Please forward the electronic synchro files to support the hard copies attached in Appendix E. I cannot circulate it until I get them.

Regards,

From: Baggs, Rosanna Sent: Wednesday, November 28, 2018 3:23 PM To: 'Nahas, Rani' Cc: 'Baker, Mark' ; 'Jack, Ronald' ; 'Stephanie Morris' ; 'Mantle, Matthew' Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rani,

Can you please provide me with an electronic copy of the Synchro files.

Traffic Signal Operations Unit (Traffic Engineering) have requested that electronic Synchro files be included with all Forecasting submissions. The Forecasting report will not be circulated for review without the document attached. This will be a requirement for all future submissions of Forecasting Reports.

Regards,

From: Nahas, Rani Sent: Monday, November 26, 2018 11:56 AM To: Baggs, Rosanna Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' ; Mantle, Matthew Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rosanna,

Please see attached forecasting report. The highlighted comments below have been addressed for this submission.

Kind Regards, Rani

From: Baggs, Rosanna Sent: Thursday, November 22, 2018 3:27 PM To: Nahas, Rani Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' ; Mantle, Matthew Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rani,

As per the e‐mail attached to Andrew dated 28 Aug 2018, it notes that I made an error in the e‐mail to Ron dated 17 Aug 2018 that you attached.

Design Review Components (Mods 4.1‐4.4) are required.

Please revise and resubmit.

Regards,

From: Nahas, Rani Sent: Thursday, November 22, 2018 2:21 PM To: Baggs, Rosanna Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' ; Mantle, Matthew Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rosanna,

I am updating the Forecasting Report based on the revisions below. However, as per the attached email, the Design Review Components (Mods 4.1‐4.4) and 4.6 and 4.8 of the Network Impact Component have been exempt.

Kind Regards, Rani

From: Baggs, Rosanna Sent: Wednesday, November 14, 2018 11:08 AM To: Mantle, Matthew Cc: Baker, Mark ; Jack, Ronald ; 'Stephanie Morris' Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Matthew,

The following comments were not addressed as per my previous comments:

Existing area traffic management measures – Please note in the report that there are no ATMs.

Design Review Component (mods 4.1‐4.4, except 4.1.3) are still required.

Please revise and resubmit.

Regards,

From: Mantle, Matthew Sent: Friday, November 09, 2018 11:51 AM To: Baggs, Rosanna Cc: Baker, Mark ; Jack, Ronald ; Stephanie Morris Subject: RE: Lincoln Fields ‐ Site Plan Application Coordination

Hi Rosanna,

Please find the attached digital copy of the draft TIA for Lincoln Fields addressing comments from the strategy report.

Thanks,

Matt

Matthew Mantle, P.Eng. Transportation Engineer

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6 Mantle, Matthew

From: Baggs, Rosanna Sent: Tuesday, August 28, 2018 2:21 PM To: Harte, Andrew Cc: Jack, Ronald; Dickinson, Mary Subject: Lincoln Fields Shopping Centre - Transportation Impact Assessment (TIA) Step 1&2 - TPM Comments Attachments: RE: Lincoln Fields Redevelopment TIA: Proposed Table of Contents; 908489.40021.lincoln fields.tia scoping.08232018.pdf

Hi Andrew,

Please see my comments related to your submission of Step 1‐2 of the Traffic Impact Assessment dated 23 August 2018.

Please include the following: Module 2.1 ‐ Exisng and Planned Condions Element 2.1.1 ‐ Proposed Development Provide the following:  Estimated date of occupancy;  Planned phasing of development;  Number of parking spaces; and Element 2.1.2 ‐ Exisng Condions Provide the following:  Existing intersections, indicating type of control, lane configurations, turning restrictions, and any other relevant data (e.g., extraordinary lane widths, grades, etc.);  Carling/access 1 – note SB through lanes  Richmond/access 3 – The NB Right out is a yield sign.  Include the intersection of Richmond and Assaly.  I think the pictures of the intersections are missing  Existing area traffic management measures;  Existing peak hour travel demands by mode; and  Include intersection of Asslay on Figure 5  Five‐year collision history.  Provide a collision diagram

Element 2.2.2 ‐ Time Periods Operational analysis is still required. Element 2.2.3 ‐ Horizon Years Operational analysis is still required. Module 2.3 ‐ Exempons Review

1 NOTE: The City of Ottawa reserves the right to determine the scope of any TIA study based on its professional judgement despite these guidelines.

Since there will be a reducon in the traﬃc volume, it is considered that the trip gen trigger will not be sasﬁed. Therefore, the Network Impact Module (mods 4.5‐4.9) will not be required.

Mods 3.1‐3.3, 4.1.2, 4.2.1, 4.3 and 4.4 are sll required.

Sorry, I had it backwards when I responded to Ron. When a locaon does not trigger the trip gen it is exempt from the Network Impact Component (mods 4.5‐4.9) not as I had stated in the aached email.

If the above can be incorporated into the next submission please proceed with Step 3. Otherwise please discuss responses prior to proceeding.

Regards,

***Absence alert*** Please note that I will be out of the office with no access to e-mail Friday August 31 to Friday September 7. I will be returning on Monday September 10, 2018

Appendix B OC Transpo Route Information

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Carling 613-560-1000 613-842-3600 613-563-4011 613-741-2478 Richmond Acres Holly Plant Recreation Centre Centre Récréatif Plant

Bank Bronson Preston ......

Bayswater Parkdale Holland

Woodroffe

Churchill

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Wellington Elgin plus RIDEAU BAYSHORE

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Albert Scott ...... Centre Rideau BAYSHORE S.C/C.C. BAYSHORE

All day service

Assaly ...... Wellington Service toute la journée

Station Early morning trips service and some Sunday Service le dimanche tôt le matin et quelques trajets Timepoint / Heures de passage Effective June 24, 2018

En vigueur 24 juin 2018 1 Schedule / Horaire ...... Texto / Text Pasture Tunney’s

Future/Futur 11 LINCOLN FIELDS S.C/C.C. your four digit bus stop number / No early morning service and no Sunday service except midday / Aucun service tôt le matin et dimanche sauf durant la mi-journée 7 days a week / jours par semaine

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1@3651@3621@3941@3961@3971@3761@37584344843198431584361 Centre HOSPITAL SANDY YOUVILLE Charlotte Range Centre HÔPITAL 1@3781@3761@3771@372843448434284318843178438@843688439A HILL 8434584342843148431684317843868438584364843998439581341 Wiggins Friel Mann CHEO / HEEO

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86365863628636@86391863968639@863768637A443424431144381 Albert Bank

Lyon Slater 44345443424434@44311443164431@443864438A443624439144371 Bronson 44365443624436@44391443964439@443764437A413424131141381 LEBRETON Booth 413144131141318413194131A413884138A4138@413914139941379 BAYVIEW Scott

TUNNEY'S Wellington PASTURE Holland Byron Kirkwood Richmond

Clare Churchill Dovercourt Broadview Sherbourne

a v i lle CARLINGWOOD R

Woodroffe

LINCOLN FIELDS

S.C./ C. C. Carling Assaly LINCOLN FIELDS BRITANNIA Poulin Croydon

Richmond

Britannia Howe

Bradford

Cassels

Salina

Don PARC BRITANNIA PARK Lakeside Gardens

Legend • Légende

Transitway Station / Station du Transitway Light Rail Connection / Correspondance au train léger Some trips / Quelques trajets Timepoint / Heures de passage 2016.09

Information / Renseignement...... 613-741-4390 Customer Relations Service à la clientèle ...... 613-842-3600 Lost and Found / Objets perdus ...... 613-563-4011 Schedule / Horaire...... 613-560-1000 ( ) ! " # $%!&$%' $00 Text / Texto ...... 560560 plus your four digit bus stop number / plus votre numéro d’arrêt à quatre chiffres

Effective / En vigueur Sept. 4 sept. 2016

613-741-4390 octranspo.com ! " # $%&!'$&( $ ! " # $%&!'$&( $

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F 4 2 F F G F 0

ort 2016.09

KEYS p Keys South ro

SOUTH é 'a 560560 l

e BELLS d Seyton .

m CORNERS

Airport Pkwy. e

Ottawa

o f

r d'Ottawa f

AIRPORT i P l

AÉROPORT Walkley c Seyton t

H Old Richmond s

613-741-4390 613-842-3600 613-563-4011 613-560-1000 International Airport e

Aéroport international

Heron Uplands

Hunt Club Hunt Robertson W n Baseline rtson

Billings Bridge a e l b 2

r o Mackenzie King Mackenzie

e R

l h

Pleasant Park

t a

H u r

EY Centre Centre EY

S e

Riverside . g Moodie Greenboro J Bank Late night trips via Rideau St. z Fit votre numéro d’arrêt à quatre chiffres la rue Rideau au lieu de la station Les trajets de fin soirée utilisent Les trajets instead of Mackenzie King station / instead of Mackenzie Smyth BAYSHORE BELLS CORNERS

AIRPORT/AÉROPORT Lycée Claudel Lycée Hurdman plus après 22h. Some trips

CARLETON after 10 pm.

QUEENSWAY-

417 Certains trajets Lees

Richmond 417 All day service 2

Lees

Pinecrest

Riverside

417 Nicholas Fields Woodridge

Lincoln

Service toute la journée

Bayview

Bay Lyon Kent Bank O'Connor Metcalfe Elgin Bronson

Carling

K. Edward K. Bayshore Holly Acres Holly

Mackenzie King 97

Westboro

Slater Vanier 613-741-4390 octranspo.com

Transitway & Station Transitway uOttawa

Park & Ride | Parc-o-bus & Ride | Parc-o-bus Park Albert C.C.

S.C.

Via King Edward après 22 h Via King Edward 7 days a week / jours par semaine

Laurier E. FIELDS Bayshore

Timepoint | Heures de passage

LINCOLN

(All time periods | En tout temps)

After 10 pm via King Edward Ave. Ave. After 10 pm via King Edward your four digit bus stop number / Laurier Effective / En vigueur Sept. 4 sept. 2016

C.C. BAYSHORE S.C. C.C. BAYSHORE BAYSHORE

Pasture

DOWNTOWN LeBreton

Tunney's CENTRE-VILLE

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Timepoint / Heures de passage

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Information / Renseignement...... 613-741-4390 Customer Relations Service à la clientèle ...... 613-842-3600 Lost and Found / Objets perdus ...... 613-563-4011 Schedule / Horaire...... 613-560-1000 Text / Texto ...... 560560 0 1 ! " # $%&'!($') $ plus your four digit bus stop number / plus votre numéro d’arrêt à quatre chiffres

Effective / En vigueur Dec. 23 déc. 2012

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Appendix D Collision Data and Analysis

Total Area Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 3023131003148483% Non-fatal injury 5100002001717% Non reportable 0000000000% Total 353313100514101100% #1 or 35% #2 or 33% #3 or 13% #4 or 10% #8 or 0% #5 or 5% #7 or 1% #6 or 4%

CARLING AVE/CONNAUGHT AVE Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 16 36,900 1460 0.30

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 463000001381% Non-fatal injury 03000000319% Non reportable 0000000000% Total 4930000016100% 25% 56% 19% 0% 0% 0% 0% 0%

CARLING AVE/CROYDON AVE Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 37 36,800 1460 0.69

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 7115402023184% Non-fatal injury 23000100616% Non reportable 0000000000% Total 91454030237100% 24% 38% 14% 11% 0% 8% 0% 5%

CARLING AVE/OTTAWA RIVER PKWY Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 3 36,900 1460 0.06

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 300000003100% Non-fatal injury 0000000000% Non reportable 0000000000% Total 300000003100% 100% 0% 0% 0% 0% 0% 0% 0%

CARLING AVE/TAVISTOCK RD Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 5 36,900 1460 0.09

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 210200005100% Non-fatal injury 0000000000% Non reportable 0000000000% Total 210200005100% 40% 20% 0% 40% 0% 0% 0% 0%

CARLING AVE, CONNAUGHT AVE to OTTAWA RIVER PKWY Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 5 34,800 1460 0.10

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 10300000480% Non-fatal injury 10000000120% Non reportable 0000000000% Total 203000005100% 40% 0% 60% 0% 0% 0% 0% 0%

CARLING AVE, CROYDON AVE to TAVISTOCK RD Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 4 34,800 1460 0.08 Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 021000014100% Non-fatal injury 0000000000% Non reportable 0000000000% Total 021000014100% 0% 50% 25% 0% 0% 0% 0% 25%

CARLING AVE, TAVISTOCK RD to CONNAUGHT AVE Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 2 34,800 1460 0.04

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 00100000150% Non-fatal injury 10000000150% Non reportable 0000000000% Total 101000002100% 50% 0% 50% 0% 0% 0% 0% 0%

CROYDON AVE/RICHMOND RD Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 20 14,600 1460 0.94

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 920301011680% Non-fatal injury 12000100420% Non reportable 0000000000% Total 10403020120100% 50% 20% 0% 15% 0% 10% 0% 5%

CROYDON AVE, RICHMOND RD to CARLING AVE Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 3 3,100 1460 0.66

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 010100103100% Non-fatal injury 0000000000% Non reportable 0000000000% Total 010100103100% 0% 33% 0% 33% 0% 0% 33% 0%

RICHMOND RD, CROYDON AVE to ASSALY RD Total # 24 Hr AADT Years Days Collisions/MEV Collisions Veh Volume 2014-2017 6 11,500 1460 0.36

Single vehicle Classification of Turning Single Vehicle Rear End Sideswipe Angle Approaching (Unattended Other Total Accident Movement (other) vehicle) P.D. only 40000000467% Non-fatal injury 02000000233% Non reportable 0000000000% Total 420000006100% 67% 33% 0% 0% 0% 0% 0% 0%

Appendix E 2020 and 2025 Synchro Analysis

Projected Background 2020 AM 1: Connaught/Access #1 & Carling 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 38 2225 0 0 861 6 0 0 48 0 0 1 Future Volume (vph) 38 2225 0 0 861 6 0 0 48 0 0 1 Adj. Flow (vph) 42 2472 0 0 957 7 0 0 53 0 0 1 Lane Group Flow (vph) 42 2472 0 0 957 7 0 0 53 0 0 1 Turn Type Perm NA NA Perm Perm Perm Perm Protected Phases 2 6 Permitted Phases 2 6 8 4 4 Detector Phase 2 2 6 6 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 23.6 23.6 25.8 25.8 40.1 40.1 40.1 Total Split (s) 89.0 89.0 89.0 89.0 41.0 41.0 41.0 Total Split (%) 68.5% 68.5% 68.5% 68.5% 31.5% 31.5% 31.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 3.0 All-Red Time (s) 1.9 1.9 1.9 1.9 4.1 4.1 4.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 7.1 7.1 7.1 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None Act Effct Green (s) 107.2 107.2 107.2 107.2 14.6 14.6 Actuated g/C Ratio 0.82 0.82 0.82 0.82 0.11 0.11 v/c Ratio 0.10 0.62 0.24 0.01 0.28 0.00 Control Delay 3.7 4.6 4.2 0.0 35.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.7 4.6 4.2 0.0 35.1 0.0 LOS AA AA D A Approach Delay 4.6 4.2 35.1 Approach LOS A A D Queue Length 50th (m) 1.2 37.4 15.4 0.0 7.6 0.0 Queue Length 95th (m) m3.1 140.1 43.8 0.0 16.7 0.0 Internal Link Dist (m) 51.5 125.1 209.4 82.4 Turn Bay Length (m) Base Capacity (vph) 410 4018 4018 1092 412 492 Starvation Cap Reductn 0 14 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.10 0.62 0.24 0.01 0.13 0.00 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 36 (28%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 4.9 Intersection LOS: A Intersection Capacity Utilization 66.1% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 1 Projected Background 2020 AM 1: Connaught/Access #1 & Carling 12/18/2018 m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 1: Connaught/Access #1 & Carling

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 2 Projected Background 2020 AM 2: Croydon & Access #2 12/18/2018

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 1 1 181 3 3 137 Future Volume (Veh/h) 1 1 181 3 3 137 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1 1 201 3 3 152 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 180 80 pX, platoon unblocked vC, conflicting volume 360 202 204 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 360 202 204 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 637 838 1368 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 2 204 155 Volume Left 1 0 3 Volume Right 1 3 0 cSH 724 1700 1368 Volume to Capacity 0.00 0.12 0.00 Queue Length 95th (m) 0.1 0.0 0.1 Control Delay (s) 10.0 0.0 0.2 Lane LOS A A Approach Delay (s) 10.0 0.0 0.2 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 4 Projected Background 2020 AM 3: Access #3 & Richmond 12/18/2018

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 616 6 0 377 0 0 Future Volume (Veh/h) 616 6 0 377 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 684 7 0 419 0 0 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 183 136 pX, platoon unblocked 0.79 0.87 0.79 vC, conflicting volume 684 1106 688 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 468 655 472 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 865 373 468 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 691 419 0 Volume Left 0 0 0 Volume Right 7 0 0 cSH 1700 1700 1700 Volume to Capacity 0.41 0.25 0.00 Queue Length 95th (m) 0.0 0.0 0.0 Control Delay (s) 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 37.9% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 6 Projected Background 2020 AM 4: Carling & Croydon 12/18/2018

Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 96 2061 850 88 156 25 Future Volume (vph) 96 2061 850 88 156 25 Adj. Flow (vph) 107 2290 944 98 173 28 Lane Group Flow (vph) 107 2290 1042 0 201 0 Turn Type Prot NA NA Perm Protected Phases 5 2 6 Permitted Phases 4 Detector Phase 5 2 6 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split (s) 10.4 15.4 30.4 32.7 Total Split (s) 14.0 97.0 83.0 33.0 Total Split (%) 10.8% 74.6% 63.8% 25.4% Yellow Time (s) 3.7 3.7 3.7 3.3 All-Red Time (s) 1.7 1.7 1.7 3.4 Lost Time Adjust (s) -1.4 -1.4 -1.4 -2.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Act Effct Green (s) 12.4 102.0 85.7 20.0 Actuated g/C Ratio 0.10 0.78 0.66 0.15 v/c Ratio 0.66 0.60 0.33 0.40 Control Delay 77.1 7.3 6.6 47.2 Queue Delay 0.0 0.0 0.1 0.0 Total Delay 77.1 7.4 6.8 47.2 LOS E A A D Approach Delay 10.5 6.8 47.2 Approach LOS B A D Queue Length 50th (m) 26.0 58.9 37.8 23.5 Queue Length 95th (m) #58.5 115.6 4.9 31.7 Internal Link Dist (m) 356.3 23.1 156.3 Turn Bay Length (m) 65.0 28.0 Base Capacity (vph) 161 3823 3155 729 Starvation Cap Reductn 0 0 951 0 Spillback Cap Reductn 0 82 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.66 0.61 0.47 0.28 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 45 (35%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 11.4 Intersection LOS: B Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 7 Projected Background 2020 AM 4: Carling & Croydon 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 4: Carling & Croydon

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 8 Projected Background 2020 AM 5: Croydon & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 20 520 63 15 346 15 34 26 73 25 65 34 Future Volume (vph) 20 520 63 15 346 15 34 26 73 25 65 34 Adj. Flow (vph) 22 578 70 17 384 17 38 29 81 28 72 38 Lane Group Flow (vph) 22 648 0 17 401 0 38 110 0 0 138 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 26.4 26.4 26.4 26.4 31.1 31.1 31.1 31.1 Total Split (s) 39.0 39.0 39.0 39.0 31.0 31.0 31.0 31.0 Total Split (%) 55.7% 55.7% 55.7% 55.7% 44.3% 44.3% 44.3% 44.3% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.1 3.1 3.1 3.1 2.8 2.8 2.8 2.8 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.1 6.1 6.1 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None Act Effct Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 16.0 Actuated g/C Ratio 0.66 0.66 0.66 0.66 0.23 0.23 0.23 v/c Ratio 0.04 0.56 0.04 0.35 0.14 0.32 0.37 Control Delay 9.4 13.8 6.6 8.1 19.2 22.7 18.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.4 13.8 6.6 8.1 19.2 22.7 18.5 LOS AB AA BC B Approach Delay 13.6 8.1 21.8 18.5 Approach LOS B A C B Queue Length 50th (m) 0.8 35.9 0.1 1.7 4.4 13.5 13.2 Queue Length 95th (m) 5.0 #123.0 m2.5 75.5 9.0 20.3 21.2 Internal Link Dist (m) 381.9 159.1 55.9 132.6 Turn Bay Length (m) 55.0 45.0 40.0 Base Capacity (vph) 588 1150 392 1162 435 532 562 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 0.04 0.56 0.04 0.35 0.09 0.21 0.25 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 40 (57%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 13.3 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 9 Projected Background 2020 AM 5: Croydon & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Croydon & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 10 Projected Background 2020 AM 6: Assaly & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 564 15 25 347 18 25 6 33 67 2 25 Future Volume (vph) 7 564 15 25 347 18 25 6 33 67 2 25 Adj. Flow (vph) 8 627 17 28 386 20 28 7 37 74 2 28 Lane Group Flow (vph) 8 644 0 28 406 0 0 35 37 0 104 0 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 2684 Permitted Phases 2 6 8 8 4 Detector Phase 2 2 6 6 88844 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 30.3 30.3 30.3 30.3 33.3 33.3 33.3 33.3 33.3 Total Split (s) 37.0 37.0 37.0 37.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 52.9% 52.9% 52.9% 52.9% 47.1% 47.1% 47.1% 47.1% 47.1% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max Max Max Max Max Max Act Effct Green (s) 30.7 30.7 30.7 30.7 26.7 26.7 26.7 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.38 0.38 0.38 v/c Ratio 0.02 0.83 0.17 0.52 0.07 0.06 0.20 Control Delay 7.3 27.2 15.4 17.1 14.3 3.6 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.3 27.2 15.4 17.1 14.3 3.6 12.1 LOS AC BB BA B Approach Delay 26.9 17.0 8.8 12.1 Approach LOS C B A B Queue Length 50th (m) 0.7 86.1 2.1 36.5 2.8 0.0 6.4 Queue Length 95th (m) m0.6 #135.5 7.3 60.1 8.0 3.8 15.8 Internal Link Dist (m) 111.6 60.1 44.8 81.9 Turn Bay Length (m) 215.0 45.0 18.0 Base Capacity (vph) 339 779 161 778 538 591 528 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 0.02 0.83 0.17 0.52 0.07 0.06 0.20 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 93.1% ICU Level of Service F Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 11 Projected Background 2020 AM 6: Assaly & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 6: Assaly & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2020 AM Synchro 10 Report Page 12 Projected Background 2020 PM 1: Connaught/Access #1 & Carling 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 1238 0 0 1996 49 0 0 32 55 0 55 Future Volume (vph) 62 1238 0 0 1996 49 0 0 32 55 0 55 Adj. Flow (vph) 69 1376 0 0 2218 54 0 0 36 61 0 61 Lane Group Flow (vph) 69 1376 0 0 2218 54 0 0 36 61 0 61 Turn Type Prot NA NA Perm Perm Perm Perm Protected Phases 5 2 6 Permitted Phases 6 8 4 4 Detector Phase 5 2 6 6 8 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 11.0 23.6 25.1 25.1 40.1 40.1 40.1 Total Split (s) 14.0 89.0 75.0 75.0 41.0 41.0 41.0 Total Split (%) 10.8% 68.5% 57.7% 57.7% 31.5% 31.5% 31.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 3.0 All-Red Time (s) 2.3 1.9 1.9 1.9 4.1 4.1 4.1 Lost Time Adjust (s) -2.0 -1.6 -1.6 -1.6 -3.1 -3.1 -3.1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 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 Act Effct Green (s) 10.7 103.9 91.6 91.6 22.3 22.3 22.3 Actuated g/C Ratio 0.08 0.80 0.70 0.70 0.17 0.17 0.17 v/c Ratio 0.49 0.35 0.65 0.06 0.11 0.21 0.20 Control Delay 82.1 3.9 16.5 1.1 1.5 44.2 7.5 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 82.1 4.0 16.5 1.1 1.5 44.2 7.5 LOS F A B A A D A Approach Delay 7.7 16.1 1.5 25.8 Approach LOS A B A C Queue Length 50th (m) 18.0 16.1 100.2 0.0 0.0 14.8 0.0 Queue Length 95th (m) 31.8 29.8 188.1 2.4 1.3 23.2 8.4 Internal Link Dist (m) 51.5 125.1 209.4 82.4 Turn Bay Length (m) Base Capacity (vph) 144 3893 3433 940 477 473 467 Starvation Cap Reductn 0 1021 0 0 0 0 0 Spillback Cap Reductn 0 0 117 0 0 0 1 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.48 0.67 0.06 0.08 0.13 0.13 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 19 (15%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 1 Projected Background 2020 PM 1: Connaught/Access #1 & Carling 12/18/2018 Splits and Phases: 1: Connaught/Access #1 & Carling

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 2 Projected Background 2020 PM 2: Croydon & Access #2 12/18/2018

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 47 47 176 33 32 176 Future Volume (Veh/h) 47 47 176 33 32 176 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 52 52 196 37 36 196 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 180 80 pX, platoon unblocked vC, conflicting volume 482 214 233 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 482 214 233 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 90 94 97 cM capacity (veh/h) 528 825 1335 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 104 233 232 Volume Left 52 0 36 Volume Right 52 37 0 cSH 644 1700 1335 Volume to Capacity 0.16 0.14 0.03 Queue Length 95th (m) 4.4 0.0 0.6 Control Delay (s) 11.7 0.0 1.4 Lane LOS B A Approach Delay (s) 11.7 0.0 1.4 Approach LOS B Intersection Summary Average Delay 2.7 Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 4 Projected Background 2020 PM 3: Access #3 & Richmond 12/18/2018

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 454 49 0 822 0 32 Future Volume (Veh/h) 454 49 0 822 0 32 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 504 54 0 913 0 36 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 183 136 pX, platoon unblocked 0.86 0.77 0.86 vC, conflicting volume 504 1444 531 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 340 1017 372 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 94 cM capacity (veh/h) 1047 204 579 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 558 913 36 Volume Left 0 0 0 Volume Right 54 0 36 cSH 1700 1700 579 Volume to Capacity 0.33 0.54 0.06 Queue Length 95th (m) 0.0 0.0 1.5 Control Delay (s) 0.0 0.0 11.6 Lane LOS B Approach Delay (s) 0.0 0.0 11.6 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 49.0% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 6 Projected Background 2020 PM 4: Carling & Croydon 12/18/2018

Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 81 1144 1955 128 147 97 Future Volume (vph) 81 1144 1955 128 147 97 Adj. Flow (vph) 90 1271 2172 142 163 108 Lane Group Flow (vph) 90 1271 2314 0 271 0 Turn Type Prot NA NA Prot Protected Phases 5 2 6 4 Permitted Phases Detector Phase 5 2 6 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split (s) 10.4 15.4 30.4 32.7 Total Split (s) 14.0 97.0 83.0 33.0 Total Split (%) 10.8% 74.6% 63.8% 25.4% Yellow Time (s) 3.7 3.7 3.7 3.3 All-Red Time (s) 1.7 1.7 1.7 3.4 Lost Time Adjust (s) -1.4 -1.4 -1.4 -2.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Act Effct Green (s) 11.2 102.3 87.1 19.7 Actuated g/C Ratio 0.09 0.79 0.67 0.15 v/c Ratio 0.62 0.33 0.72 0.48 Control Delay 75.9 4.9 4.0 31.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 75.9 4.9 4.0 31.5 LOS E A A C Approach Delay 9.6 4.0 31.5 Approach LOS A A C Queue Length 50th (m) 22.1 22.7 3.9 20.4 Queue Length 95th (m) #46.8 47.6 6.8 30.4 Internal Link Dist (m) 356.3 23.1 156.3 Turn Bay Length (m) 65.0 28.0 Base Capacity (vph) 147 3833 3216 776 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.61 0.33 0.72 0.35 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 18 (14%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 7 Projected Background 2020 PM 4: Carling & Croydon 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 4: Carling & Croydon

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 8 Projected Background 2020 PM 5: Croydon & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 439 115 54 751 16 134 89 33 13 56 18 Future Volume (vph) 23 439 115 54 751 16 134 89 33 13 56 18 Adj. Flow (vph) 26 488 128 60 834 18 149 99 37 14 62 20 Lane Group Flow (vph) 26 616 0 60 852 0 149 136 0 0 96 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 27.1 27.1 27.1 27.1 31.8 31.8 31.8 31.8 Total Split (s) 54.0 54.0 54.0 54.0 31.0 31.0 31.0 31.0 Total Split (%) 63.5% 63.5% 63.5% 63.5% 36.5% 36.5% 36.5% 36.5% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.1 3.1 3.1 3.1 2.8 2.8 2.8 2.8 Lost Time Adjust (s) -2.4 -2.4 -2.4 -2.4 -2.1 -2.1 -2.1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None Act Effct Green (s) 57.3 57.3 57.3 57.3 19.7 19.7 19.7 Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.23 0.23 0.23 v/c Ratio 0.10 0.53 0.14 0.71 0.54 0.35 0.25 Control Delay 8.1 10.2 6.9 10.8 34.6 28.1 21.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.1 10.2 6.9 10.8 34.6 28.1 21.6 LOS AB AB CC C Approach Delay 10.1 10.5 31.5 21.6 Approach LOS B B C C Queue Length 50th (m) 1.2 38.0 2.2 31.6 22.1 19.2 10.9 Queue Length 95th (m) 5.5 87.4 m5.4 #63.1 35.1 30.0 20.2 Internal Link Dist (m) 381.9 159.1 55.9 132.6 Turn Bay Length (m) 55.0 45.0 40.0 Base Capacity (vph) 265 1156 418 1197 377 526 521 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 0.10 0.53 0.14 0.71 0.40 0.26 0.18 Intersection Summary Cycle Length: 85 Actuated Cycle Length: 85 Offset: 71 (84%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 14.0 Intersection LOS: B Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 9 Projected Background 2020 PM 5: Croydon & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Croydon & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 10 Projected Background 2020 PM 6: Assaly & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 446 24 54 766 48 21 13 45 39 2 30 Future Volume (vph) 16 446 24 54 766 48 21 13 45 39 2 30 Adj. Flow (vph) 18 496 27 60 851 53 23 14 50 43 2 33 Lane Group Flow (vph) 18 523 0 60 904 0 0 37 50 0 78 0 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 2684 Permitted Phases 2 6 8 8 4 Detector Phase 2 2 6 6 88844 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 30.3 30.3 30.3 30.3 33.3 33.3 33.3 33.3 33.3 Total Split (s) 52.0 52.0 52.0 52.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 61.2% 61.2% 61.2% 61.2% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None None Act Effct Green (s) 65.4 65.4 65.4 65.4 15.6 15.6 15.6 Actuated g/C Ratio 0.77 0.77 0.77 0.77 0.18 0.18 0.18 v/c Ratio 0.06 0.38 0.10 0.67 0.14 0.16 0.29 Control Delay 8.5 7.7 5.9 11.7 27.6 8.5 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.5 7.7 5.9 11.7 27.6 8.5 20.1 LOS AA AB CA C Approach Delay 7.7 11.4 16.6 20.1 Approach LOS A B B C Queue Length 50th (m) 0.5 19.8 2.0 55.8 5.4 0.0 6.6 Queue Length 95th (m) m3.4 71.9 10.1 #207.1 10.4 7.0 14.3 Internal Link Dist (m) 111.6 60.1 44.8 81.9 Turn Bay Length (m) 215.0 45.0 18.0 Base Capacity (vph) 325 1360 590 1358 499 523 477 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 0.06 0.38 0.10 0.67 0.07 0.10 0.16 Intersection Summary Cycle Length: 85 Actuated Cycle Length: 85 Offset: 64 (75%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 10.9 Intersection LOS: B Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 11 Projected Background 2020 PM 6: Assaly & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 6: Assaly & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2020 PM Synchro 10 Report Page 12 Projected Background 2025 AM 1: Connaught/Access #1 & Carling 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 38 2480 0 0 959 6 0 0 48 0 0 1 Future Volume (vph) 38 2480 0 0 959 6 0 0 48 0 0 1 Adj. Flow (vph) 42 2756 0 0 1066 7 0 0 53 0 0 1 Lane Group Flow (vph) 42 2756 0 0 1066 7 0 0 53 0 0 1 Turn Type Perm NA NA Perm Perm Perm Perm Protected Phases 2 6 Permitted Phases 2 6 8 4 4 Detector Phase 2 2 6 6 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 23.6 23.6 25.8 25.8 40.1 40.1 40.1 Total Split (s) 89.0 89.0 89.0 89.0 41.0 41.0 41.0 Total Split (%) 68.5% 68.5% 68.5% 68.5% 31.5% 31.5% 31.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 3.0 All-Red Time (s) 1.9 1.9 1.9 1.9 4.1 4.1 4.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 7.1 7.1 7.1 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None Act Effct Green (s) 107.2 107.2 107.2 107.2 14.6 14.6 Actuated g/C Ratio 0.82 0.82 0.82 0.82 0.11 0.11 v/c Ratio 0.12 0.69 0.27 0.01 0.28 0.00 Control Delay 3.7 5.2 4.3 0.0 35.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.7 5.2 4.3 0.0 35.1 0.0 LOS AA AA D A Approach Delay 5.1 4.3 35.1 Approach LOS A A D Queue Length 50th (m) 1.2 40.4 17.6 0.0 7.6 0.0 Queue Length 95th (m) m2.7 191.6 49.5 0.0 16.7 0.0 Internal Link Dist (m) 51.5 125.1 209.4 82.4 Turn Bay Length (m) Base Capacity (vph) 365 4018 4018 1092 412 470 Starvation Cap Reductn 0 1 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.69 0.27 0.01 0.13 0.00 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 36 (28%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 5.3 Intersection LOS: A Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 1 Projected Background 2025 AM 1: Connaught/Access #1 & Carling 12/18/2018 m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 1: Connaught/Access #1 & Carling

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 2 Projected Background 2025 AM 2: Croydon & Access #2 12/18/2018

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 4 Projected Background 2025 AM 3: Access #3 & Richmond 12/18/2018

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 687 6 0 420 0 0 Future Volume (Veh/h) 687 6 0 420 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 763 7 0 467 0 0 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 183 136 pX, platoon unblocked 0.77 0.86 0.77 vC, conflicting volume 763 1234 766 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 539 717 544 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 789 339 414 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 770 467 0 Volume Left 0 0 0 Volume Right 7 0 0 cSH 1700 1700 1700 Volume to Capacity 0.45 0.27 0.00 Queue Length 95th (m) 0.0 0.0 0.0 Control Delay (s) 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 6 Projected Background 2025 AM 4: Carling & Croydon 12/18/2018

Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 96 2298 948 88 156 25 Future Volume (vph) 96 2298 948 88 156 25 Adj. Flow (vph) 107 2553 1053 98 173 28 Lane Group Flow (vph) 107 2553 1151 0 201 0 Turn Type Prot NA NA Perm Protected Phases 5 2 6 Permitted Phases 4 Detector Phase 5 2 6 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split (s) 10.4 15.4 30.4 32.7 Total Split (s) 14.0 97.0 83.0 33.0 Total Split (%) 10.8% 74.6% 63.8% 25.4% Yellow Time (s) 3.7 3.7 3.7 3.3 All-Red Time (s) 1.7 1.7 1.7 3.4 Lost Time Adjust (s) -1.4 -1.4 -1.4 -2.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Act Effct Green (s) 12.4 102.0 85.7 20.0 Actuated g/C Ratio 0.10 0.78 0.66 0.15 v/c Ratio 0.66 0.67 0.36 0.40 Control Delay 77.1 8.4 6.9 47.2 Queue Delay 0.0 0.0 0.1 0.0 Total Delay 77.1 8.4 7.0 47.2 LOS E A A D Approach Delay 11.2 7.0 47.2 Approach LOS B A D Queue Length 50th (m) 26.0 73.1 43.1 23.5 Queue Length 95th (m) #58.5 143.0 5.2 31.7 Internal Link Dist (m) 356.3 23.1 156.3 Turn Bay Length (m) 65.0 28.0 Base Capacity (vph) 161 3823 3159 729 Starvation Cap Reductn 0 0 829 0 Spillback Cap Reductn 0 91 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.66 0.68 0.49 0.28 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 45 (35%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 7 Projected Background 2025 AM 4: Carling & Croydon 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 4: Carling & Croydon

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 8 Projected Background 2025 AM 5: Croydon & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 20 580 63 15 386 15 34 26 73 25 65 34 Future Volume (vph) 20 580 63 15 386 15 34 26 73 25 65 34 Adj. Flow (vph) 22 644 70 17 429 17 38 29 81 28 72 38 Lane Group Flow (vph) 22 714 0 17 446 0 38 110 0 0 138 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 26.4 26.4 26.4 26.4 31.1 31.1 31.1 31.1 Total Split (s) 39.0 39.0 39.0 39.0 31.0 31.0 31.0 31.0 Total Split (%) 55.7% 55.7% 55.7% 55.7% 44.3% 44.3% 44.3% 44.3% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.1 3.1 3.1 3.1 2.8 2.8 2.8 2.8 Lost Time Adjust (s) -2.4 -2.4 -2.4 -2.4 -2.1 -2.1 -2.1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None Act Effct Green (s) 47.9 47.9 47.9 47.9 18.1 18.1 18.1 Actuated g/C Ratio 0.68 0.68 0.68 0.68 0.26 0.26 0.26 v/c Ratio 0.04 0.59 0.05 0.37 0.13 0.28 0.33 Control Delay 8.2 13.2 6.2 8.1 17.8 20.5 16.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.2 13.2 6.2 8.1 17.8 20.5 16.1 LOS AB AA BC B Approach Delay 13.0 8.1 19.8 16.1 Approach LOS BABB Queue Length 50th (m) 0.7 36.2 0.1 1.5 4.3 12.9 12.4 Queue Length 95th (m) 4.6 #135.1 m2.1 83.8 8.6 19.2 19.7 Internal Link Dist (m) 381.9 159.1 55.9 132.6 Turn Bay Length (m) 55.0 45.0 40.0 Base Capacity (vph) 553 1200 354 1212 428 577 615 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 0.04 0.59 0.05 0.37 0.09 0.19 0.22 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 40 (57%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 9 Projected Background 2025 AM 5: Croydon & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Croydon & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 10 Projected Background 2025 AM 6: Assaly & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 628 15 25 387 18 25 6 33 67 2 25 Future Volume (vph) 7 628 15 25 387 18 25 6 33 67 2 25 Adj. Flow (vph) 8 698 17 28 430 20 28 7 37 74 2 28 Lane Group Flow (vph) 8 715 0 28 450 0 0 35 37 0 104 0 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 2684 Permitted Phases 2 6 8 8 4 Detector Phase 2 2 6 6 88844 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 30.3 30.3 30.3 30.3 33.3 33.3 33.3 33.3 33.3 Total Split (s) 37.0 37.0 37.0 37.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 52.9% 52.9% 52.9% 52.9% 47.1% 47.1% 47.1% 47.1% 47.1% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max Max Max Max Max Max Act Effct Green (s) 30.7 30.7 30.7 30.7 26.7 26.7 26.7 Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.38 0.38 0.38 v/c Ratio 0.03 0.92 0.25 0.58 0.07 0.06 0.20 Control Delay 6.7 34.7 19.8 18.3 14.3 3.6 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.7 34.7 19.8 18.3 14.3 3.6 12.1 LOS AC BB BA B Approach Delay 34.4 18.4 8.8 12.1 Approach LOS C B A B Queue Length 50th (m) 0.7 95.7 2.2 42.0 2.8 0.0 6.4 Queue Length 95th (m) m0.5 #157.4 8.4 68.2 8.0 3.8 15.8 Internal Link Dist (m) 111.6 60.1 44.8 81.9 Turn Bay Length (m) 215.0 45.0 18.0 Base Capacity (vph) 303 780 110 778 538 591 528 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 0.03 0.92 0.25 0.58 0.07 0.06 0.20 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 25.8 Intersection LOS: C Intersection Capacity Utilization 96.6% ICU Level of Service F Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 11 Projected Background 2025 AM 6: Assaly & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 6: Assaly & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2025 AM Synchro 10 Report Page 12 Projected Background 2025 PM 1: Connaught/Access #1 & Carling 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 1379 0 0 2227 49 0 0 32 55 0 55 Future Volume (vph) 62 1379 0 0 2227 49 0 0 32 55 0 55 Adj. Flow (vph) 69 1532 0 0 2474 54 0 0 36 61 0 61 Lane Group Flow (vph) 69 1532 0 0 2474 54 0 0 36 61 0 61 Turn Type Prot NA NA Perm Perm Perm Perm Protected Phases 5 2 6 Permitted Phases 6 8 4 4 Detector Phase 5 2 6 6 8 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 11.0 23.6 25.1 25.1 40.1 40.1 40.1 Total Split (s) 14.0 89.0 75.0 75.0 41.0 41.0 41.0 Total Split (%) 10.8% 68.5% 57.7% 57.7% 31.5% 31.5% 31.5% Yellow Time (s) 3.7 3.7 3.7 3.7 3.0 3.0 3.0 All-Red Time (s) 2.3 1.9 1.9 1.9 4.1 4.1 4.1 Lost Time Adjust (s) -2.0 -1.6 -1.6 -1.6 -3.1 -3.1 -3.1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 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 Act Effct Green (s) 10.7 103.9 91.6 91.6 22.3 22.3 22.3 Actuated g/C Ratio 0.08 0.80 0.70 0.70 0.17 0.17 0.17 v/c Ratio 0.49 0.39 0.72 0.06 0.11 0.21 0.20 Control Delay 82.9 4.0 18.5 1.1 1.5 44.2 7.5 Queue Delay 0.0 0.1 0.1 0.0 0.0 0.0 0.0 Total Delay 82.9 4.1 18.6 1.1 1.5 44.2 7.5 LOS F A B A A D A Approach Delay 7.5 18.2 1.5 25.8 Approach LOS A B A C Queue Length 50th (m) 18.0 18.8 123.6 0.0 0.0 14.8 0.0 Queue Length 95th (m) 32.0 31.6 231.4 2.4 1.3 23.2 8.4 Internal Link Dist (m) 51.5 125.1 209.4 82.4 Turn Bay Length (m) Base Capacity (vph) 144 3893 3433 940 477 473 467 Starvation Cap Reductn 0 795 0 0 0 0 0 Spillback Cap Reductn 0 0 117 0 0 0 1 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.49 0.75 0.06 0.08 0.13 0.13 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 19 (15%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 1 Projected Background 2025 PM 1: Connaught/Access #1 & Carling 12/18/2018 Splits and Phases: 1: Connaught/Access #1 & Carling

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 2 Projected Background 2025 PM 2: Croydon & Access #2 12/18/2018

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 4 Projected Background 2025 PM 3: Access #3 & Richmond 12/18/2018

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 508 49 0 917 0 32 Future Volume (Veh/h) 508 49 0 917 0 32 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 564 54 0 1019 0 36 Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 183 136 pX, platoon unblocked 0.82 0.69 0.82 vC, conflicting volume 564 1610 591 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 365 1087 398 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 93 cM capacity (veh/h) 984 164 537 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 618 1019 36 Volume Left 0 0 0 Volume Right 54 0 36 cSH 1700 1700 537 Volume to Capacity 0.36 0.60 0.07 Queue Length 95th (m) 0.0 0.0 1.6 Control Delay (s) 0.0 0.0 12.2 Lane LOS B Approach Delay (s) 0.0 0.0 12.2 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 6 Projected Background 2025 PM 4: Carling & Croydon 12/18/2018

Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 81 1272 2180 128 147 97 Future Volume (vph) 81 1272 2180 128 147 97 Adj. Flow (vph) 90 1413 2422 142 163 108 Lane Group Flow (vph) 90 1413 2564 0 271 0 Turn Type Prot NA NA Prot Protected Phases 5 2 6 4 Permitted Phases Detector Phase 5 2 6 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split (s) 10.4 15.4 30.4 32.7 Total Split (s) 14.0 97.0 83.0 33.0 Total Split (%) 10.8% 74.6% 63.8% 25.4% Yellow Time (s) 3.7 3.7 3.7 3.3 All-Red Time (s) 1.7 1.7 1.7 3.4 Lost Time Adjust (s) -1.4 -1.4 -1.4 -2.7 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Act Effct Green (s) 11.2 102.3 87.1 19.7 Actuated g/C Ratio 0.09 0.79 0.67 0.15 v/c Ratio 0.62 0.37 0.80 0.48 Control Delay 75.9 5.1 6.0 31.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 75.9 5.1 6.0 31.5 LOS E A A C Approach Delay 9.4 6.0 31.5 Approach LOS A A C Queue Length 50th (m) 22.1 26.4 3.8 20.4 Queue Length 95th (m) #46.8 54.7 7.7 30.4 Internal Link Dist (m) 356.3 23.1 156.3 Turn Bay Length (m) 65.0 28.0 Base Capacity (vph) 147 3833 3221 776 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 14 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.61 0.37 0.80 0.35 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 18 (14%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 8.8 Intersection LOS: A Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 7 Projected Background 2025 PM 4: Carling & Croydon 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 4: Carling & Croydon

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 8 Projected Background 2025 PM 5: Croydon & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 488 115 54 838 16 134 89 33 13 56 18 Future Volume (vph) 23 488 115 54 838 16 134 89 33 13 56 18 Adj. Flow (vph) 26 542 128 60 931 18 149 99 37 14 62 20 Lane Group Flow (vph) 26 670 0 60 949 0 149 136 0 0 96 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 27.1 27.1 27.1 27.1 31.8 31.8 31.8 31.8 Total Split (s) 54.0 54.0 54.0 54.0 31.0 31.0 31.0 31.0 Total Split (%) 63.5% 63.5% 63.5% 63.5% 36.5% 36.5% 36.5% 36.5% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.1 3.1 3.1 3.1 2.8 2.8 2.8 2.8 Lost Time Adjust (s) -2.4 -2.4 -2.4 -2.4 -2.1 -2.1 -2.1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None Act Effct Green (s) 57.3 57.3 57.3 57.3 19.7 19.7 19.7 Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.23 0.23 0.23 v/c Ratio 0.13 0.58 0.16 0.79 0.54 0.35 0.25 Control Delay 9.1 11.1 7.0 13.3 34.6 28.1 21.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 11.1 7.0 13.3 34.6 28.1 21.6 LOS AB AB CC C Approach Delay 11.0 12.9 31.5 21.6 Approach LOS B B C C Queue Length 50th (m) 1.2 43.8 2.2 34.8 22.1 19.2 10.9 Queue Length 95th (m) 5.9 100.7 m4.9 #209.8 35.1 30.0 20.2 Internal Link Dist (m) 381.9 159.1 55.9 132.6 Turn Bay Length (m) 55.0 45.0 40.0 Base Capacity (vph) 202 1158 381 1197 377 526 521 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 0.13 0.58 0.16 0.79 0.40 0.26 0.18 Intersection Summary Cycle Length: 85 Actuated Cycle Length: 85 Offset: 71 (84%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 9 Projected Background 2025 PM 5: Croydon & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Croydon & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 10 Projected Background 2025 PM 6: Assaly & Richmond 12/18/2018

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 496 24 54 854 48 21 13 45 39 2 30 Future Volume (vph) 16 496 24 54 854 48 21 13 45 39 2 30 Adj. Flow (vph) 18 551 27 60 949 53 23 14 50 43 2 33 Lane Group Flow (vph) 18 578 0 60 1002 0 0 37 50 0 78 0 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 2684 Permitted Phases 2 6 8 8 4 Detector Phase 2 2 6 6 88844 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 30.3 30.3 30.3 30.3 33.3 33.3 33.3 33.3 33.3 Total Split (s) 52.0 52.0 52.0 52.0 33.0 33.0 33.0 33.0 33.0 Total Split (%) 61.2% 61.2% 61.2% 61.2% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 -2.3 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Recall Mode C-Max C-Max C-Max C-Max None None None None None Act Effct Green (s) 65.4 65.4 65.4 65.4 15.6 15.6 15.6 Actuated g/C Ratio 0.77 0.77 0.77 0.77 0.18 0.18 0.18 v/c Ratio 0.07 0.42 0.11 0.74 0.14 0.16 0.29 Control Delay 9.3 8.5 6.0 13.9 27.6 8.5 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.3 8.5 6.0 13.9 27.6 8.5 20.1 LOS AA AB CA C Approach Delay 8.5 13.4 16.6 20.1 Approach LOS A B B C Queue Length 50th (m) 0.6 23.0 2.0 69.7 5.4 0.0 6.6 Queue Length 95th (m) m3.4 82.5 10.3 #243.4 10.4 7.0 14.3 Internal Link Dist (m) 111.6 60.1 44.8 81.9 Turn Bay Length (m) 215.0 45.0 18.0 Base Capacity (vph) 262 1361 548 1360 499 523 477 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 0.07 0.42 0.11 0.74 0.07 0.10 0.16 Intersection Summary Cycle Length: 85 Actuated Cycle Length: 85 Offset: 64 (75%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 11 Projected Background 2025 PM 6: Assaly & Richmond 12/18/2018 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 6: Assaly & Richmond

Lincoln Fields Mall 12/18/2018 Projected Background 2025 PM Synchro 10 Report Page 12