Project No. 121-22908 N o v e m b e r 2 0 1 2 Traffic Impact Study Transportation Planning th GENIVAR Inc., 600 Cochrane Drive, 5 Floor, Markham, Ontario L3R 5K3 Telephone: 905.475.7270 Fax: 905.475.5994 www.genivar.com FINAL Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection
121-22908 November 9, 2012 Mr. P. W. De Castro c/o The Arcop Group 1300 Yonge Street Suite 201 Toronto, ON M4T 1X3 Re: Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final Dear Mr. De Castro: Attached please find our Traffic Impact Study report for the proposed development located at the southeast corner of the Lakeshore Road West and Brookfield Road intersection in the Town of Oakville. The report demonstrates that the traffic generated by the proposed development can be accommodated by the adjacent boundary roads without any improvements to the existing intersections. Yours truly, GENIVAR Inc. Thomas You, MA. Sc., P. Eng. Transportation Engineer Rao N. Marthi, B.Eng., MCIP, RPP Senior Transportation Planner 121-22908rep12-11-07LakeshoreRd TIS Final 600 Cochrane Drive, 5 th Floor, Markham, Ontario L3R 5K3 Telephone: 905.475.7270 Fax: 905.475.5994 www.genivar.com
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final Table of Contents Table of Contents Transmittal Letter Table of Contents 1. INTRODUCTION... 1 2. PROPOSED DEVELOPMENT... 3 2.1 Site Access... 3 3. EXISTING CONDITIONS... 7 3.1 Roadway Network... 7 3.2 Traffic Volumes... 7 3.3 Transit Routes... 13 3.4 Existing Traffic Analysis... 13 4. FUTURE BACKGROUND CONDITIONS... 17 4.1 Planned Roadway and Transit Improvements... 17 4.2 Other Area Developments... 17 4.3 Background Traffic... 18 4.4 Traffic Growth Rate... 18 4.5 Future Background Traffic... 19 4.6 Future Background Traffic Analysis... 19 5. FUTURE TOTAL CONDITIONS... 27 5.1 Traffic Generation... 27 5.2 Trip Distribution and Assignment... 28 5.3 Future Total Traffic Volumes... 28 5.4 Future Total Traffic Analysis... 37 6. SITE PLAN AND PARKING REVIEW... 41 6.1 Site Plan Review... 41 6.2 Parking Review... 41 7. SUMMARY OF FINDINGS... 43 8. RECOMMENDATIONS... 45 GENIVAR i
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final Table of Contents APPENDICES Appendix A Intersection Turning Movement Count Sheets and Signal Timing Plans Appendix B Details of Oakville Transit Route 2 Appendix C Level of Service Definitions Appendix D Existing Intersection Capacity Analysis and Queue Reports Appendix E Net Site Traffic from Background Studies Appendix F AADT Data on Lakeshore Road West Appendix G 2017 Background Traffic Intersection Capacity Analysis and Queue Reports Appendix H TTS 2006 Information on Trips Made by Residents of the Town of Oakville Ward 2 Appendix I 2017 Total Traffic Intersection Capacity Analysis and Queue Reports Appendix J Town of Oakville Driveway By-Law 1988-220 GENIVAR ii
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final Table of Contents List of Tables Table 3-1 Intersection Turning Movement Count Sources... 7 Table 3-2 Existing Traffic Conditions Signalized Intersection... 14 Table 3-3 Existing Traffic Conditions Unsignalized Intersection... 14 Table 3-4 Existing (2012) Estimated Queue Lengths... 15 Table 4-1 Planned Developments in the Study Area... 17 Table 4-2 Background Traffic on Lakeshore Road West... 18 Table 4-3 2017 Background Traffic Conditions Signalized Intersection... 19 Table 4-4 2017 Background Traffic Conditions Unsignalized Intersection... 19 Table 4-5 2017 Background Traffic Estimated Queue Lengths... 2 5 Table 5-1 Estimated Trip Generation, Weekday AM and PM Peak Hours... 28 Table 5-2 Future Total Traffic Conditions Signalized Intersection... 37 Table 5-3 2017 Total Traffic Conditions Unsignalized Intersection... 3 7 Table 5-4 2017 Total Traffic Estimated Queue Lengths... 38 List of Exhibits Exhibit 1-1 Site Location... 2 Exhibit 2-1 Conceptual Draft Plan... 5 Exhibit 3-1 Existing Roadway Characteristics... 8 Exhibit 3-2 Existing AM Peak Hour Traffic... 9 Exhibit 3-3 Existing PM Peak Hour Traffic... 11 Exhibit 3-4 Transit Stop Locations... 13 Exhibit 4-1 2017 Background AM Peak Hour Traffic... 21 Exhibit 4-2 2017 Background PM Peak Hour Traffic... 23 Exhibit 5-1 AM Peak Hour Site Traffic... 29 Exhibit 5-2 - PM Peak Hour Site Traffic... 31 Exhibit 5-3 2017 Total AM Peak Hour Traffic... 33 Exhibit 5-4 2017 Total PM Peak Hour Traffic... 35 GENIVAR iii
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final Table of Contents GENIVAR iv
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 1. Introduction GENIVAR was retained by 822403 Ontario Inc. / Mara Canada to undertake a Traffic Impact Study in support of the rezoning application for a proposed residential development at the southeast corner of the Lakeshore Road West and Brookfield Road intersection in the Town of Oakville. The site location is shown in Exhibit 1-1. The traffic analysis contained in this report was based on a conceptual plan dated October 11, 2012, by ARCOP and revised site statistics that were provided to GENIVAR subsequent to the development of the concept plan. The proposed development includes 33 residential units in a four-storey building and 400sq.m of(gross leasable area (GLA) on the ground floor for commercial use, plus four townhouse units. This Traffic Impact Study report includes the following: a review of existing traffic conditions at the boundary roadways a review of other area developments and future background traffic conditions at the boundary roadways generation of site traffic for the proposed development, and distribution and assignment of site traffic at the boundary roadways and site access an assessment of current, future background and future total traffic conditions an assessment of the impact of site generated traffic on the adjacent roadway network and site driveway a review of on-site parking requirements Information used in the assessment of the proposed development includes: a conceptual plan dated Ocotober 11, 2012, by ARCOP site statistics provided to GENIVAR by ARCOP on September 19, 2012 traffic counts commissioned by GENIVAR signal timing plans for the study intersections provided by the Town of Oakville annual average daily traffic (AADT) counts along Lakeshore Road West provided by the Town of Oakville traffic impact studies for other area developments Kerr Village Transportation Assessment Study, 2009 Trip Generation, 8th Edition, Institute of Transportation Engineers (ITE) Transportation Tomorrow Survey (TTS) data Intersection capacity analyses were completed using Synchro 8.0 software. GENIVAR 1
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 2. Proposed Development The proposed development includes 400sq.m. of commercial area, 33 condominium units and four townhouses. The conceptual plan provided to GENIVAR, dated October 11, 2012, was prepared by ARCOP. The conceptual plan of the proposed development is shown in Exhibit 2-1. 2.1 Site Access Access to the proposed development is provided off Brookfield Road. The access roadway will be connected to Brookfield Road through a full moves intersection. The site plan is shown in Exhibit 2-1. GENIVAR 3
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 4
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 3. Existing Conditions 3.1 Roadway Network The boundary roads in the vicinity of the site are Lakeshore Road West on the north of the development, Brock Street to the east of the development, and Brookfield Road to the west of the development. A description of the road characteristics is provided as follows: Lakeshore Road West is a minor arterial road that runs in an east-west direction under the jurisdiction of the Town of Oakville. Lakeshore Road West has three lanes with a centre twoway left-turn lane. The posted speed limit is 50 km/h. Brock Street is a local road that runs in a north-south direction under the jurisdiction of Town of Oakville and has a three lane cross-section with centre two-way left-turn lane. The posted speed limit is 50 km/h. Brookfield Road is a two-lane local road under the jurisdiction of the Town of Oakville. The posted speed is assumed as 50 km/h. as there is no posted speed sign observed along this road. Two intersections were analyzed in the study area. The Intersection of Lakeshore Road West and Brock Street is signalized and the intersection of Lakeshore Road West and Brookfield Road is unsignalized with a stop sign on Brookfield Road. The study area roadway characteristics are provided in Exhibit 3-1. 3.2 Traffic Volumes The study area peak hours include the weekday AM and PM peak hours. Traffic counts for the study intersections were obtained from traffic counts commissioned by GENIVAR. The signal timing plans for the study intersections were provided by the Town of Oakville. The intersection turning movement count sources and count times are shown in Table 3-1. Table 3-1 Intersection Turning Movement Count Sources Intersection Date Count Periods Source Lakeshore Road West & Wednesday, September 7:00am-10:00am Brookfield Road / Plaza 12, 2012 Driveway 3:00pm-6:00pm GENIVAR Lakeshore Road West & Wednesday, September 7:00am-10:00am Brock Street 12, 2012 3:00pm-6:00pm GENIVAR Since there is a high volume of bike traffic along Lakeshore Road West, bike traffic at the two intersections in the study area were also counted. Existing traffic volumes in the AM and PM peak hours are provided in Exhibit 3-2 and Exhibit 3-3. The intersection turning movement count sheets including bike counts and signal timing plans are provided in Appendix A. GENIVAR 7
Plaza Drwy Brock St. Sbd Nbd Sbd Nbd 9 26 36 42 R T L R T L 7 0 2 11 6 19 Wbd 358 L 15 11 R 348 Wbd Wbd 351 L 24 13 R 356 Wbd T 682 1 331 T T 644 2 339 T Ebd 713 R 16 6 L 698 Ebd Ebd 709 R 41 4 L 671 Ebd Lakeshore Rd W 20 0 14 1 5 8 L T R L T R 22 34 51 14 Sbd Nbd Sbd Nbd Brock St. Brookfield Rd. Exhibit 3-2 Existing AM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection 121-22908tab12-11-07 Turns AM Final.xlsx
121-22908tab12-11-07 Turns PM Final.xlsx Exhibit 3-3 Existing PM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 32 29 32 38 L T R L T R 18 0 11 25 6 7 Ebd 452 R 21 11 L 430 Ebd Ebd 427 R 18 8 L 445 Ebd T 414 1 677 T T 396 2 667 T Wbd 750 L 17 24 R 712 Wbd Wbd 712 L 13 22 R 697 Wbd Lakeshore Rd W 55 0 5 20 6 42 R T L R T L 60 41 68 41 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 3.3 Transit Routes Oakville Transit provides local bus services in the study area. The following describes the existing transit services surrounding the site. Oakville Transit Route 2 (Lakeshore Road) operates primarily along Lakeshore Road from Bronte GO Station to the Dundas and Hampshire connecting communities. Service frequency is approximately every 30 minutes during the weekday AM and PM peak periods and the frequency in the off-peak period is approximately every hour. Bus stop locations of Route 2 within the vicinity of the site are provided in Exhibit 3-4. Exhibit 3-4 Transit Stop Locations SITE Source: Google Maps The details of Route 2 are presented in Appendix B. 3.4 Existing Traffic Analysis Intersection operations were analyzed using Highway Capacity Manual (HCM) methodology and Synchro 8.0 software. The analysis is based on: the existing turning movement volumes including heavy vehicle percentages, peak hour factors (PHF), conflicting pedestrian and bicycle volumes existing lane configurations existing signal timing plans The definition of levels of service (LOS) for signalized and unsignalized intersection is presented in Appendix C. Table 3-2 presents the existing overall intersection volume-to- capacity (V/C) ratios, delay and LOS along with critical movements (i.e., movements affected by the site traffic from the proposed development) for the signalized intersection. GENIVAR 13
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 Table 3-2 Existing Traffic Conditions Signalized Intersection Intersection AM Peak Hour PM Peak Hour Movement V/C Delay V/C Delay LOS Ratio (sec.) Ratio (sec.) LOS Lakeshore Road West and Brock Street 0.53 7 A 0.55 9 A Eastbound Through / Right 0.58 7 A 0.36 5 A Westbound Through / Right 0.34 4 A 0.60 8 A The capacity analysis shows that the signalized intersection within the study area operates at acceptable levels with an overall V/C ratio of 0.55 or less and LOS A in both AM and PM peak hours. The V/C ratio of the eastbound through / right is observed higher in the AM peak hour. While in the PM hour, the westbound through / right is higher. Table 3-3 presents the existing overall intersection delay and LOS along with critical movements (i.e., movements affected by the site traffic from the proposed development) for the unsignalized intersection. Table 3-3 Existing Traffic Conditions Unsignalized Intersection Intersection Movement Lakeshore Road West and Brookfield Road / Plaza Driveway AM Peak Hour Delay (sec.) LOS PM Peak Hour Delay (sec.) LOS 1 A 1 2 A 1 Eastbound Through / Right 0-0 - Westbound Left 9 A 8 A Northbound Left / Through / Right 17 C 20 C Note: 1 Intersection Capacity Utilization (ICU) Level of Service The unsignalized intersection capacity analysis shows that the estimated delay for the westbound left-turn movement is nine seconds and eight seconds in the AM and PM peak hours respectively. The northbound movement operates at LOS C in both peak hours with a maximum estimated delay of 20 seconds in the PM peak hour. The estimated queue length (95th percentile) for the key movements in existing (2012) peak hours for the study intersections are presented in Table 3-4. GENIVAR 14
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 Table 3-4 Existing (2012) Estimated Queue Lengths Intersection Movement Lakeshore Road West and Brock Street Available Storage (m) 95th Queue Length (m) AM Peak Hour PM Peak Hour Eastbound Left 25 3 2 Westbound Left 25 1 1 Southbound Left 30 7 11 Lakeshore Road West and Brookfield Road / Plaza Driveway Eastbound Left 25-1 Westbound Left 25 - - Northbound Left / Through / Right 115 4 5 The queuing analysis indicates that the existing queues in the AM and PM peak hours at both intersections can be accommodated by the available storage lengths. Existing (2012) HCM intersection capacity analysis and queue report sheets are provided in Appendix D. GENIVAR 15
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 16
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 4. Future Background Conditions 4.1 Planned Roadway and Transit Improvements There are no planned roadway improvements or transit improvements in the vicinity of study area. 4.2 Other Area Developments The Town of Oakville confirmed active development applications in the area, which may influence the study area traffic volumes. The developments in the vicinity of the site are summarized in Table 4-1. The developments accounted for in the Mid-Rise Scenario of the Kerr Village Transportation Assessment are also included in Table 4-1. Table 4-1 Planned Developments in the Study Area Location Land Use Study/Source Notes 1 Wydham Place, 120-144 Garden Drive, (Southeast corner of Dorval Drive and Rebecca Street) 102 condominium units Town of Oakville File: 1617.049/02 2 140 Rebecca Street 16 townhouses Town of Oakville Application: 24CDM- 10008 & 24T-10002 3 139 Garden Drive 6 townhouses Town of Oakville Application: 24CDM- 10001 / 1617 4 Rebecca Street Residential (Northwest corner of Dorval Drive and Rebecca Street) 5 Kerr Village Transportation Assessment Study, 2009 Mid-Rise Scenario 66 single family detached homes and 59 townhouses 271,132sq.ft commercial; 228 residential units (<=4 storeys); 2,037 residential units (>4 storeys) Rebecca Residential Traffic Impact Study, BA Group, 2011 Kerr Village Transportation Assessment, 2009 Four-storey residential condominium with underground parking GENIVAR 17
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 4.3 Background Traffic Information from the TISs completed and from the Town of Oakville for the developments listed in Table 4-1 was incorporated in the development of 2017 background traffic volumes for this study. The background traffic for other area developments was completed based on the information provided below: 1. Trip distribution and assignment for Wydham Place, 120 144 Garden Drive was established based on 2006 TTS data for the surrounding area. The trip generation and distribution for Wydham Place is presented in Appendix E. 2 & 3 Trip distribution and assignment for 140 Rebecca Street and 139 Garden Drive was established based on 2006 TTS data for the surrounding area. The trip generation and distribution from the both developments is presented in Appendix E. 4 Rebecca Street Residential Traffic Impact Study, completed in 2011, established the net site traffic from this proposed development (refer to Figure 6 of the TIS report provided in Appendix E). Using the TTS analysis presented in Appendix B of the TIS report, traffic distribution of site generated traffic from this development onto Lakeshore Road West was determined. 5 Kerr Village Transportation Assessment provided the 2021 traffic assignment for the Mid-Rise scenario. The estimated site vehicle trip ends for the mid-rise growth scenario for weekday AM and PM peak hours are presented in Figure 3.5 and Figure 3.6 of the Kerr Village Transportation Assessment study, 2009, which are presented in Appendix E. Traffic volumes on Lakeshore Road West from the midrise growth scenario were considered as part of background traffic for the current TIS. The estimated background traffic from other developments in the study area is presented in Table 4-2. Table 4-2 Background Traffic on Lakeshore Road West AM Peak Hour PM Peak Hour Lakeshore Road West Eastbound 22 46 Lakeshore Road West Westbound 37 47 4.4 Traffic Growth Rate AADT counts between 2006 and 2011 on Lakeshore Road West available from the Town of Oakville were collected. Using the AADT data available on Lakeshore Road West, west of Kerr Street between 2006 and 2010, the estimated traffic growth rate was determined as 1.3 percent per annum. This is consistent with the 2009 Kerr Village Transportation Study. AADT data used in estimating traffic growth rate is presented in Appendix F. GENIVAR 18
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 4.5 Future Background Traffic 2017 background traffic was calculated by adding the background traffic from other area developments, the projected traffic growth determined by applying the growth rate, and the existing traffic. 2017 background volumes for the AM and PM peak hours are presented in Exhibit 4-1 and Exhibit 4-2. 4.6 Future Background Traffic Analysis Intersection capacity analyses for 2017 background traffic conditions were completed for the study area intersections to determine the future LOS during the roadway AM and PM peak hours. The operation of the intersections was analyzed using Highway Capacity Manual (HCM) methodology and Synchro 8.0 software. Table 4-3 presents the 2017 background traffic overall intersection V/C ratios, delay and LOS along with critical movements (i.e., movements affected by the site traffic from the proposed development) for the signalized intersection. Table 4-3 2017 Background Traffic Conditions Signalized Intersection Intersection AM Peak Hour PM Peak Hour V/C Delay V/C Delay Movement LOS LOS Ratio (sec.) Ratio (sec.) Lakeshore Road West and Brock Street 0.58 7 A 0.62 10 A Eastbound Through / Right 0.63 7 A 0.42 6 A Westbound Through / Right 0.40 5 A 0.68 9 A The capacity analysis shows that the signalized intersection within the study area will operate at acceptable levels with an overall V/C ratio of 0.62 or less and LOS A in both AM and PM peak hours. V/C ratio of the eastbound through / right will be higher in the AM peak hour. While in the PM hour, westbound through / right will be higher. Table 4-4 presents the 2017 traffic overall intersection delay and LOS along with critical movements (i.e., movements affected by the site traffic from the proposed development) for the unsignalized intersection. Table 4-4 2017 Background Traffic Conditions Unsignalized Intersection Intersection AM Peak Hour PM Peak Hour Delay Delay Movement (sec.) LOS (sec.) LOS Lakeshore Road West and Brookfield Road / Plaza Driveway 2 A 1 2 A 1 Eastbound Through / Right 0-0 - Westbound Left 10 A 9 A Northbound Left / Through / Right 19 C 25 C Note: 1 Intersection Capacity Utilization (ICU) Level of Service GENIVAR 19
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 20
121-22908tab12-11-07 Turns AM Final.xlsx Exhibit 4-1 2017 Background AM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 23 34 54 14 L T R L T R 20 0 14 1 5 8 Ebd 782 R 17 6 L 765 Ebd Ebd 779 R 44 4 L 736 Ebd T 749 1 390 T T 709 2 399 T Wbd 417 L 16 12 R 408 Wbd Wbd 411 L 26 14 R 417 Wbd Lakeshore Rd W 7 0 2 11 6 19 R T L R T L 9 28 36 45 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
121-22908tab12-11-07 Turns PM Final.xlsx Exhibit 4-2 2017 Background PM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 34 29 34 38 L T R L T R 18 0 11 25 6 7 Ebd 528 R 22 12 L 504 Ebd Ebd 501 R 19 9 L 517 Ebd T 488 1 769 T T 468 2 758 T Wbd 842 L 18 26 R 807 Wbd Wbd 803 L 14 23 R 790 Wbd Lakeshore Rd W 55 0 5 20 6 42 R T L R T L 60 44 68 43 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 The unsignalized intersection capacity analysis shows that the estimated delay for the westbound left-turn movement will be ten seconds and nine seconds in the AM and PM peak hours respectively. The northbound movement will operate at LOS C in both peak hours with a maximum estimated delay of 25 seconds in the PM peak hour. The estimated queue length (95th percentile) for the key movements in 2017 future background traffic peak hours for the study intersections are presented in Table 4-5. Table 4-5 2017 Background Traffic Estimated Queue Lengths Intersection Movement Lakeshore Road West and Brock Street Available Storage (m) 95th Queue Length (m) AM Peak PM Peak Hour Hour Eastbound Left 25 3 2 Westbound Left 25 1 1 Southbound Left 30 7 11 Lakeshore Road West and Brookfield Road / Plaza Driveway Eastbound Left 25 1 1 Westbound Left 25 - - Northbound Left / Through / Right 115 4 6 The queuing analysis indicates that the estimated queues in 2017 background traffic in the AM and PM peak hours at both intersections can be accommodated by the available storage lengths. 2017 background traffic HCM intersection capacity analysis and queue report sheets are provided in Appendix F. GENIVAR 25
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 26
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 5. Future Total Conditions 5.1 Traffic Generation Trip generation estimates for the site during the weekday AM and PM peak hours were obtained from the ITE Trip Generation Manual, 8th Edition. The proposed development includes: 1. 33 condominium units (ITE land use code 230) 2. four townhouses (ITE land use code 230) 3. 400sq.m (gross leasable area) of retail space (ITE land use code 814) The terms of reference (TOR) was submitted to the Town of Oakville. As per the approved TOR, an 8 percent transit mode split reduction was applied to both the residential and retail components. The Trip Generation is an informational report published by ITE with information based on trip generation studies submitted voluntarily to ITE by public agencies, developers, consulting firms and associations throughout North America. Many areas throughout North America do not have high transit mode splits. On the contrary, the 2006 TTS data shows that during the AM peak period (6:00a.m. to 9:00a.m.), 8 percent of the trips made by the residents of Town of Oakville Ward 2 are by transit. Therefore an 8 percent transit mode split reduction factor is appropriate. The TTS 2006 information on trips made by residents of the Town of Oakville Ward 2 is presented in Appendix H. Also, a 50 percent internal capture / synergy was applied to the retail / commercial component of the development. A significant proportion of the retail / commercial trips would be internally or locally captured from the residential building and as walk-in trade related to other nearby developments. The trip generation from the proposed development is summarized in Table 5-1. GENIVAR 27
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 Table 5-1 Estimated Trip Generation, Weekday AM and PM Peak Hours The proposed development is expected to generate 35 trips (10 inbound trips and 25 outbound trips) during the weekday AM peak hour and 34 trips (22 inbound trips and 12 outbound trips) during the weekday PM peak hour. 5.2 Trip Distribution and Assignment Site traffic distribution for the proposed development was based on the existing traffic patterns obtained from the traffic counts. The existing traffic at the Lakeshore Road West and Brookfield Road intersection shows in the AM peak hour, 60 percent to the east and 40 percent to the west. Site traffic volumes in the AM and PM peak hours are presented in Exhibit 5-1 and Exhibit 5-2. 5.3 Future Total Traffic Volumes 2017 total traffic conditions include the addition of 2017 background traffic volumes and site generated traffic from the proposed development. The 2017 total AM and PM peak hour traffic volumes are presented in Exhibit 5-3 and Exhibit 5-4. GENIVAR 28
121-22908tab12-11-07 Turns AM Final.xlsx Exhibit 5-1 Site Generated Traffic - AM Peak Hour Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Sbd Nbd 0 0 T R 10 Ebd 3 25 R 25 Wbd 10 T L 10 25 Sbd Nbd Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 10 25 0 0 L T R L T R 10 15 Ebd 6 R 6 4 L 15 Ebd Ebd 15 R L 15 Ebd T 1 T T 15 2 4 T Wbd 10 L R 4 Wbd Wbd 4 L R 4 Wbd Lakeshore Rd W R T L R T L 0 0 0 0 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
121-22908tab12-11-07 Turns PM Final.xlsx Exhibit 5-2 Site Generated Traffic - PM Peak Hour Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Sbd Nbd 0 0 T R 22 Ebd 3 12 R 12 Wbd 22 T L 22 12 Sbd Nbd Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 22 12 0 0 L T R L T R 7 5 Ebd 9 R 9 13 L 5 Ebd Ebd 5 R L 5 Ebd T 1 T T 5 2 13 T Wbd 7 L R 13 Wbd Wbd 13 L R 13 Wbd Lakeshore Rd W R T L R T L 0 0 0 0 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
121-22908tab12-11-07 Turns AM Final.xlsx Exhibit 5-3 Total Future (2017) AM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Sbd Nbd 23 34 T R 34 10 Ebd 3 25 R 25 Wbd 23 10 T L 33 59 Sbd Nbd Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 33 59 54 14 L T R L T R 30 0 29 1 5 8 Ebd 788 R 23 10 L 780 Ebd Ebd 794 R 44 4 L 751 Ebd T 749 1 390 T T 724 2 403 T Wbd 427 L 16 12 R 412 Wbd Wbd 415 L 26 14 R 421 Wbd Lakeshore Rd W 7 0 2 11 6 19 R T L R T L 9 28 36 45 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
121-22908tab12-11-07 Turns PM Final.xlsx Exhibit 5-4 Total Future (2017) PM Peak Hour Traffic Proposed Development at the Southeast Corner of Lakeshore Road West & Brookfield Road Intersection Sbd Nbd 34 29 T R 29 22 Ebd 3 12 R 12 Wbd 34 22 T L 56 41 Sbd Nbd Brookfield Rd. Brock St. Sbd Nbd Sbd Nbd 56 41 34 38 L T R L T R 25 0 16 25 6 7 Ebd 537 R 31 25 L 509 Ebd Ebd 506 R 19 9 L 522 Ebd T 488 1 769 T T 473 2 771 T Wbd 849 L 18 26 R 820 Wbd Wbd 816 L 14 23 R 803 Wbd Lakeshore Rd W 55 0 5 20 6 42 R T L R T L 60 44 68 43 Sbd Nbd Sbd Nbd Plaza Drwy Brock St.
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 5.4 Future Total Traffic Analysis Intersection capacity analyses for 2017 total traffic conditions were completed for the study area intersections to determine the future level of services during the roadway AM and PM peak hours. The operation of the intersections was analyzed using HCM methodology and Synchro 8.0 software. Table 5-2 presents the 2017 total traffic overall intersection V/C ratios, delay and LOS along with critical movements (i.e. movements affected by the site traffic from the proposed development) for the signalized intersection. Table 5-2 Future Total Traffic Conditions Signalized Intersection Intersection AM Peak Hour PM Peak Hour V/C Delay V/C Delay Movement LOS LOS Ratio (sec.) Ratio (sec.) Lakeshore Road West and Brock Street 0.59 8 A 0.63 10 A Eastbound Through / Right 0.64 8 A 0.42 6 A Westbound Through / Right 0.40 5 A 0.69 10 A The capacity analysis 2017 total traffic shows that the signalized intersection within the study area will operate at acceptable levels with an overall V/C ratio of 0.63 or less and LOS A in both AM and PM peak hours. The V/C ratio of the eastbound through / right will be higher in the AM peak hour. While in the PM hour, westbound through / right will be higher. Table 5-3 presents the 2017 total traffic overall intersection delay and levels of service (LOS) along with critical movements (i.e. movements affected by the site traffic from the proposed development) for the unsignalized intersections. Table 5-3 2017 Total Traffic Conditions Unsignalized Intersection Intersection Movement Lakeshore Road West and Brookfield Road / Plaza Driveway AM Peak Hour Delay (sec.) LOS PM Peak Hour Delay (sec.) LOS 2 A 1 2 A 1 Eastbound Through / Right 0-0 - Westbound Left 10 A 11 A Northbound Left / Through / Right 20 C 29 D Brookfield Road and Site Access 3 A 1 3 A 1 Westbound Left / Right 9 A 9 A Southbound Left 2 A 3 A Note: 1 Intersection Capacity Utilization (ICU) Level of Service GENIVAR 37
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 The unsignalized intersection capacity analysis shows that the estimated delay at the Lakeshore Road West and Brookfield Road / Plaza Driveway intersection for the westbound left-turn movement will be 10 seconds and 11 seconds in the AM and PM peak hours respectively. The northbound movement will operate at LOS D in the PM peak hour with a maximum estimated delay of 29 seconds. The proposed unsignalized intersection at the site access with Brookfield Road will operate with overall delay of three seconds in both AM and PM peak hours. The westbound left-turn and right-turn movements and the southbound left-turn movement will be critical movements at this new intersection. The westbound left-turn and right-turn movements from the site access will operate at LOS A with delay of nine seconds in both peak hours. The southbound left-turn movement to the proposed development will have a maximum delay of three seconds in the PM peak hour. The estimated queue length (95th percentile) for the key movements in 2017 total traffic peak hours for the study intersections are presented in Table 5-4. Table 5-4 2017 Total Traffic Estimated Queue Lengths Intersection Movement Lakeshore Road West and Brock Street Available Storage (m) 95th Queue Length (m) AM Peak Hour PM Peak Hour Eastbound Left 25 3 2 Westbound Left 25 1 1 Southbound Left 30 7 11 Lakeshore Road West and Brookfield Road / Plaza Driveway Eastbound Left 25 1 1 Westbound Left 25 1 1 Northbound Left / Through / Right 115 8 10 Brookfield Road and Site Access Westbound Left / Right 40 1 - Southbound Left 35 2 - The queuing analysis indicates that the estimated queues in 2017 total traffic in the AM and PM peak hours at both intersections can be accommodated by the available storage lengths. The westbound queue at the site access can be contained within the site driveway and the southbound queues for vehicles entering the site would not spill back to Lakeshore Road The 2017 total traffic intersection capacity analyses conclude the traffic generated by the proposed development can be accommodated by the adjacent boundary roads without any improvements to the existing intersection. GENIVAR 38
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 2017 total traffic HCM intersection capacity analysis and queue report sheets are provided in Appendix I. GENIVAR 39
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 40
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 6. Site Plan and Parking Review 6.1 Site Plan Review GENIVAR understands that at the ARCOP's pre-consultation meeting with Town of Oakville staff, the Town requires a Traffic Impact Study for a re-zoning application and a detailed site plan review was not requested. As such, a detailed site plan is not available at this stage. Based on the current available information, we note the following: 1. Garbage collection will be private from Brookfield Road. Garbage bins will be placed in the garbage and recycling area. 2. A 3x3m sight visibility triangle is provided at the Brookfield Road and Lakeshore Road WEst intersection as requested by the Town. 3. The proposed development driveway width in the revised conceptual plan is 14.4m. The Town of Oakville access guidelines (Driveway By-Law 1988-220 is provided in Appendix J) provides entrance width requirements from multiple residential and minor commercial (floor area up to 2,000sq.m.) onto a minor street as 7.5m to 9.0m. Therefore, the driveway width provided in the conceptual plan complies with the Town of Oakville requirements. 6.2 Parking Review The proposed development falls under C3R Zone and the Town of Oakville By-law parking requirements are: 1. Townhouses: two off-street parking spaces per unit. 2. Condominium building: two spaces per unit, of which 0.25 space per unit are for visitors. 3. Retail use: one space per 32.6sq.m. The total parking requirement will be 87 spaces, which includes eight off-street parking spaces for townhouses, 70 spaces for residents and nine spaces for visitors and patrons at the retail uses. The conceptual plan provides 87 spaces, which complies with the parking requirements. GENIVAR 41
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 42
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 7. Summary of Findings The Traffic Impact Study for the proposed development, located at southeast corner of the Lakeshore Road West and Brookfield Road intersection in the Town of Oakville is summarized as follows: The proposed development consists of 33 condominium units, four townhouses and 400sq.m (gross floor area) of retail space. Access to the site will be provided by a full-moves access off Brookfield Road. The boundary roads in the vicinity of the development are Lakeshore Road West to the north, Brookfield Road to the west and Brock Street to the east. Lakeshore Road West is under the jurisdiction of the Town of Oakville and classified as a minor arterial road. Brock Street and Brookfield Road are local roads. Lakeshore Road West and Brock Street is a signalized intersection and Lakeshore Road West and Brookfield Road is an unsignalized intersection in the study area. Oakville Transit provides local bus services in the study area. Under existing conditions, the signalized intersection within the study area operates at acceptable levels in both peak hours. The unsignalized intersection capacity analysis shows that the northbound and southbound left-turn movements from Brookfield Road and the Plaza Driveway onto Lakeshore Road West operate at LOS C or better in both the AM and PM peak hours. The estimated queues can be accommodated by the available storage lengths. The Town of Oakville confirmed five other developments in the vicinity of the study area. Background traffic from other developments in the study area was estimated from the information provided by the Town. A traffic growth rate of 1.3 percent per annum was used to project the existing traffic volumes on Lakeshore Road West to the horizon year 2017. Background traffic from the other area developments was added to projected traffic at the intersections in the study area to estimate future background traffic. Under 2017 background conditions, the intersections are expected to operate at acceptable levels similar to existing conditions. Estimated queues in future background conditions are similar to existing conditions in both peak hours. The proposed development is expected to generate 35 trips (10 inbound trips and 25 outbound trips) during the weekday AM peak hour and 34 trips (22 inbound trips and 12 outbound trips) during the weekday PM peak hour. Under future 2017 total traffic conditions, the intersections are expected to operate at acceptable levels similar to future background conditions. Estimated queues in 2017 total traffic are similar to future background conditions in both peak hours. The impacts of site generated traffic on the adjacent roadway network would be marginal. GENIVAR 43
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 Garbage collection is proposed to be private. The site driveway width complies with Town of Oakville Driveway By-Law standards. Using the C3R zoning parking By-Law requirements, the parking requirement at the proposed development is 87 spaces. The concept plan provides 87 spaces which meets the requirement. GENIVAR 44
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 8. Recommendations No boundary road improvements are required to accommodate the additional site traffic resulting from the proposed development. 121-22908rep12-11-07LakeshoreRd TIS Final GENIVAR 45
Proposed Development at the Southeast Corner of Lakeshore Road West and Brookfield Road Intersection Traffic Impact Study - Final 121-22908 November 9, 2012 GENIVAR 46
Appendices A. Intersection Turning Movement Count Sheets and Signal Timing Plans B. Details of Oakville Transit Route #2 C. Level of Service Definitions D. Existing Intersection Capacity Analysis and Queue Reports E. Net Site Traffic from Background Studies F. AADT Data on Lakeshore Road West G. 2017 Background Traffic Intersection Capacity Analysis and Queue Reports H. TTS 2006 Information on Trips Made by Residents of the Town of Oakville Ward 2 I. 2017 Total Traffic Intersection Capacity Analysis and Queue Reports J. Town of Oakville Driveway By-Law 1988-220
Appendix A Intersection Turning Movement Count Sheets and Signal Timing Plans
Appendix B Details of Oakville Transit Route #2
2 LAKESHORE Weekday Service Schedule Effective September 2, 2012 TIMEPOINT Bronte GO (Depart) Lakeshore & Bronte Lakeshore & Third Line Lakeshore & Fourth Line Lakeshore & Navy Lakeshore & Ford Ford & Royal Windsor Ford & Kingsway Kingsway & Winston Churchill Winston Pk. & Bristol Circle Dundas & Hampshire Winston Pk. & Bristol Circle Kingsway & Winston Churchill Ford & Kingsway Ford & Royal Windsor Lakeshore & Ford Lakeshore & Navy Lakeshore & Fourth Line Lakeshore & Third Line Lakeshore & Bronte Bronte GO (Arrive) EASTBOUND TO DUNDAS & WINSTON PARK via KINGSWAY WESTBOUND TO BRONTE GO via KINGSWAY -- -- -- -- -- -- -- -- -- -- -- -- -- -- 6:23 6:27 6:36 6:41 6:44 6:48 6:58 -- 5:57 6:01 6:04 6:09 6:17 6:21 6:23 6:26 6:32 6:39 6:44 6:50 6:53 6:55 6:59 7:08 7:13 7:16 7:20 7:30 6:24 6:32 6:36 6:39 6:44 6:52 6:56 6:58 7:01 7:07 7:12 7:17 7:23 7:26 7:28 7:32 7:41 7:46 7:49 7:53 8:03 7:05 7:13 7:17 7:20 7:25 7:33 7:37 7:39 7:42 7:48 7:55 8:00 8:06 8:09 8:11 8:15 8:24 8:29 8:32 8:36 8:46 7:35 7:43 7:47 7:50 7:55 8:03 8:07 8:09 8:12 8:18 8:25 8:30 8:36 8:39 8:41 8:45 8:54 8:59 9:02 9:06 9:16 8:05 8:13 8:17 8:20 8:25 8:33 8:37 8:39 8:42 8:48 8:55 9:00 9:06 9:09 9:11 9:15 9:24 9:29 9:32 9:36 9:46 8:35 8:43 8:47 8:50 8:55 9:03 9:07 9:09 9:12 9:18 9:25 9:30 9:36 9:39 9:41 9:45 9:54 9:59 10:02 10:06 10:16 9:05 9:13 9:17 9:20 9:25 9:33 9:37 9:39 9:42 9:48 9:55 10:00 10:06 10:09 10:11 10:15 10:24 10:29 10:32 10:36 10:46 9:35 9:43 9:47 9:50 9:55 10:03 10:07 10:09 10:12 10:18 10:25 10:30 10:36 10:39 10:41 10:45 10:54 10:59 11:02 11:06 11:16 10:35 10:43 10:47 10:50 10:55 11:03 11:07 11:09 11:12 11:18 11:25 11:30 11:36 11:39 11:41 11:45 11:54 11:59 12:02 12:06 12:16 11:35 11:43 11:47 11:50 11:55 12:03 12:07 12:09 12:12 12:18 12:25 12:30 12:36 12:39 12:41 12:45 12:54 12:59 1:02 1:06 1:16 12:35 12:43 12:47 12:50 12:55 1:03 1:07 1:09 1:12 1:18 1:25 1:30 1:36 1:39 1:41 1:45 1:54 1:59 2:02 2:06 2:16 1:35 1:43 1:47 1:50 1:55 2:03 2:07 2:09 2:12 2:18 2:25 2:30 2:36 2:39 2:41 2:45 2:54 2:59 3:02 3:06 3:16 2:35 2:43 2:47 2:50 2:55 3:03 3:07 3:09 3:12 3:18 3:25 3:30 3:36 3:39 3:41 3:45 3:54 3:59 4:02 4:06 4:16 3:35 3:43 3:47 3:50 3:55 4:03 4:07 4:09 4:12 4:18 4:25 4:30 4:36 4:39 4:41 4:45 4:54 4:59 5:02 5:06 5:16 4:05 4:13 4:17 4:20 4:25 4:33 4:37 4:39 4:42 4:48 4:55 5:00 5:06 5:09 5:11 5:15 5:24 5:29 5:32 5:36 5:46 4:35 4:43 4:47 4:50 4:55 5:03 5:07 5:09 5:12 5:18 5:25 5:30 5:36 5:39 5:41 5:45 5:54 5:59 6:02 6:06 6:16 4:55 5:03 5:07 5:10 5:15 5:23 5:27 5:29 5:32 5:38 5:45 5:50 5:56 5:59 6:01 6:05 6:14 6:19 6:22 6:26 6:36 5:30 5:38 5:42 5:45 5:50 5:58 6:02 6:04 6:07 6:13 6:20 6:25 6:31 6:34 6:36 6:40 6:49 6:54 6:57 7:01 7:11 6:00 6:08 6:12 6:15 6:20 6:28 6:32 6:34 6:37 6:43 6:50 6:55 7:01 7:04 7:06 7:10 7:19 7:24 7:27 7:31 7:41 6:36 6:44 6:48 6:51 6:56 7:04 7:08 7:10 7:13 7:19 7:26 7:31 7:37 7:40 7:42 7:46 7:55 8:00 8:03 8:07 8:17 7:35 7:43 7:47 7:50 7:55 8:03 8:07 8:09 8:12 8:18 8:25 8:30 8:36 8:39 8:41 8:45 8:54 8:59 9:02 9:06 9:16 8:35 8:43 8:47 8:50 8:55 9:03 9:07 9:09 9:12 9:18 9:25 9:30 9:36 9:39 9:41 9:45 9:54 9:59 10:02 10:06 10:16 9:35 9:43 9:47 9:50 9:55 10:03 10:07 10:09 10:12 10:18 10:25 10:30 10:36 10:39 10:41 10:45 10:54 10:59 11:02 11:06 11:16 10:35 10:43 10:47 10:50 10:55 11:03 11:07 11:09 11:12 11:18 11:25 11:30 11:36 11:39 -- -- -- -- -- -- -- LNS leaves Oakville GO at 11:30 p.m., 12:25 a.m. & 1:25 a.m. PM AM Oakville Transit Phone: 905-815-2020 (Monday to Friday, 8:30 a.m. to 4:30 p.m.) 430 Wyecroft Road Website: www.oakvilletransit.ca Oakville, Ontario, L6H 0H3 Email: transit@oakville.ca While every effort will be made to operate our service to these timetables, all schedules including bus stop times and transfer times are based on normal traffic and weather conditions and as such are subject to change. Oakville Transit will not be responsible for any loss, damage or inconvenience that may result from any errors, omissions or service delays.
2 LAKESHORE Route Maps Oakville Transit 430 Wyecroft Road Oakville, Ontario, L6H 0H3 Phone: 905-815-2020 (Monday to Friday, 8:30 a.m. to 4:30 p.m.) Website: www.oakvilletransit.ca Email: transit@oakville.ca
2 LAKESHORE Saturday Service Schedule TIMEPOINT Bronte GO (Depart) Lakeshore & Bronte Lakeshore & Third Line Lakeshore & Fourth Line Lakeshore & Navy Lakeshore & Ford Ford & Royal Windsor Ford & Kingsway Kingsway & Winston Churchill Winston Pk. & Bristol Circle Dundas & Hampshire Winston Pk. & Bristol Circle Kingsway & Winston Churchill Ford & Kingsway Ford & Royal Windsor Lakeshore & Ford Lakeshore & Navy Lakeshore & Fourth Line Lakeshore & Third Line Lakeshore & Bronte Bronte GO (Arrive) EASTBOUND TO DUNDAS & WINSTON PARK via KINGSWAY WESTBOUND TO BRONTE GO via KINGSWAY -- -- -- -- -- -- -- 7:09 7:12 7:18 7:25 7:30 7:36 7:39 7:41 7:45 7:54 7:59 8:02 8:06 8:16 7:35 7:43 7:47 7:50 7:55 8:03 8:07 8:09 8:12 8:18 8:25 8:30 8:36 8:39 8:41 8:45 8:54 8:59 9:02 9:06 9:16 8:35 8:43 8:47 8:50 8:55 9:03 9:07 9:09 9:12 9:18 9:25 9:30 9:36 9:39 9:41 9:45 9:54 9:59 10:02 10:06 10:16 9:35 9:43 9:47 9:50 9:55 10:03 10:07 10:09 10:12 10:18 10:25 10:30 10:36 10:39 10:41 10:45 10:54 10:59 11:02 11:06 11:16 10:35 10:43 10:47 10:50 10:55 11:03 11:07 11:09 11:12 11:18 11:25 11:30 11:36 11:39 11:41 11:45 11:54 11:59 12:02 12:06 12:16 11:35 11:43 11:47 11:50 11:55 12:03 12:07 12:09 12:12 12:18 12:25 12:30 12:36 12:39 12:41 12:45 12:54 12:59 1:02 1:06 1:16 12:35 12:43 12:47 12:50 12:55 1:03 1:07 1:09 1:12 1:18 1:25 1:30 1:36 1:39 1:41 1:45 1:54 1:59 2:02 2:06 2:16 1:35 1:43 1:47 1:50 1:55 2:03 2:07 2:09 2:12 2:18 2:25 2:30 2:36 2:39 2:41 2:45 2:54 2:59 3:02 3:06 3:16 2:35 2:43 2:47 2:50 2:55 3:03 3:07 3:09 3:12 3:18 3:25 3:30 3:36 3:39 3:41 3:45 3:54 3:59 4:02 4:06 4:16 3:35 3:43 3:47 3:50 3:55 4:03 4:07 4:09 4:12 4:18 4:25 4:30 4:36 4:39 4:41 4:45 4:54 4:59 5:02 5:06 5:16 4:35 4:43 4:47 4:50 4:55 5:03 5:07 5:09 5:12 5:18 5:25 5:30 5:36 5:39 5:41 5:45 5:54 5:59 6:02 6:06 6:16 5:35 5:43 5:47 5:50 5:55 6:03 6:07 6:09 6:12 6:18 6:25 6:30 6:36 6:39 6:41 6:45 6:54 6:59 7:02 7:06 7:16 6:35 6:43 6:47 6:50 6:55 7:03 7:07 7:09 7:12 7:18 7:25 7:30 7:36 7:39 7:41 7:45 7:54 7:59 8:02 8:06 8:16 7:35 7:43 7:47 7:50 7:55 8:03 8:07 8:09 8:12 8:18 8:25 8:30 8:36 8:39 8:41 8:45 8:54 8:59 9:02 9:06 9:16 8:35 8:43 8:47 8:50 8:55 9:03 9:07 9:09 9:12 9:18 9:25 9:30 9:36 9:39 9:41 9:45 9:54 9:59 10:02 10:06 10:16 9:35 9:43 9:47 9:50 9:55 10:03 10:07 10:09 10:12 10:18 10:25 10:30 10:36 10:39 10:41 10:45 10:54 10:59 11:02 11:06 11:16 10:35 10:43 10:47 10:50 10:55 11:03 11:07 11:09 11:12 11:18 11:25 11:30 11:36 11:39 -- -- -- -- -- -- -- LNS leaves Oakville GO at 11:30 p.m., 12:25 a.m. & 1:25 a.m. PM AM Oakville Transit 430 Wyecroft Road Oakville, Ontario, L6H 0H3 Phone: 905-815-2020 (Monday to Friday, 8:30 a.m. to 4:30 p.m.) Website: www.oakvilletransit.ca Email: transit@oakville.ca While every effort will be made to operate our service to these timetables, all schedules including bus stop times and transfer times are based on normal traffic and weather conditions and as such are subject to change. Oakville Transit will not be responsible for any loss, damage or inconvenience that may result from any errors, omissions or service delays.
2 LAKESHORE Sunday/Holiday Service Schedule TIMEPOINT Bronte GO (Depart) Lakeshore & Bronte Lakeshore & Third Line Lakeshore & Fourth Line Lakeshore & Navy Lakeshore & Ford Ford & Royal Windsor Ford & Kingsway Kingsway & Winston Churchill Winston Pk. & Bristol Circle Dundas & Hampshire Winston Pk. & Bristol Circle Kingsway & Winston Churchill Ford & Kingsway Ford & Royal Windsor Lakeshore & Ford Lakeshore & Navy Lakeshore & Fourth Line Lakeshore & Third Line Lakeshore & Bronte Bronte GO (Arrive) EASTBOUND TO DUNDAS & WINSTON PARK via KINGSWAY WESTBOUND TO BRONTE GO via KINGSWAY -- -- -- -- -- -- -- 8:09 8:12 8:18 8:25 8:30 8:36 8:39 8:41 8:45 8:54 8:59 9:02 9:06 9:16 8:35 8:43 8:47 8:50 8:55 9:03 9:07 9:09 9:12 9:18 9:25 9:30 9:36 9:39 9:41 9:45 9:54 9:59 10:02 10:06 10:16 9:35 9:43 9:47 9:50 9:55 10:03 10:07 10:09 10:12 10:18 10:25 10:30 10:36 10:39 10:41 10:45 10:54 10:59 11:02 11:06 11:16 10:35 10:43 10:47 10:50 10:55 11:03 11:07 11:09 11:12 11:18 11:25 11:30 11:36 11:39 11:41 11:45 11:54 11:59 12:02 12:06 12:16 11:35 11:43 11:47 11:50 11:55 12:03 12:07 12:09 12:12 12:18 12:25 12:30 12:36 12:39 12:41 12:45 12:54 12:59 1:02 1:06 1:16 12:35 12:43 12:47 12:50 12:55 1:03 1:07 1:09 1:12 1:18 1:25 1:30 1:36 1:39 1:41 1:45 1:54 1:59 2:02 2:06 2:16 1:35 1:43 1:47 1:50 1:55 2:03 2:07 2:09 2:12 2:18 2:25 2:30 2:36 2:39 2:41 2:45 2:54 2:59 3:02 3:06 3:16 2:35 2:43 2:47 2:50 2:55 3:03 3:07 3:09 3:12 3:18 3:25 3:30 3:36 3:39 3:41 3:45 3:54 3:59 4:02 4:06 4:16 3:35 3:43 3:47 3:50 3:55 4:03 4:07 4:09 4:12 4:18 4:25 4:30 4:36 4:39 4:41 4:45 4:54 4:59 5:02 5:06 5:16 4:35 4:43 4:47 4:50 4:55 5:03 5:07 5:09 5:12 5:18 5:25 5:30 5:36 5:39 5:41 5:45 5:54 5:59 6:02 6:06 6:16 5:35 5:43 5:47 5:50 5:55 6:03 6:07 6:09 6:12 6:18 6:25 6:30 6:36 6:39 6:41 6:45 6:54 6:59 7:02 7:06 7:16 6:35 6:43 6:47 6:50 6:55 7:03 7:07 7:09 7:12 7:18 7:25 7:30 7:36 7:39 7:41 7:45 7:54 7:59 8:02 8:06 -- 7:35 7:43 7:47 7:50 7:55 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- PM AM Oakville Transit 430 Wyecroft Road Oakville, Ontario, L6H 0H3 Phone: 905-815-2020 (Monday to Friday, 8:30 a.m. to 4:30 p.m.) Website: www.oakvilletransit.ca Email: transit@oakville.ca While every effort will be made to operate our service to these timetables, all schedules including bus stop times and transfer times are based on normal traffic and weather conditions and as such are subject to change. Oakville Transit will not be responsible for any loss, damage or inconvenience that may result from any errors, omissions or service delays.
Appendix C Level of Service Definitions
Levels of Service Highway Capacity Manual Signalized Intersections Level of Service Stopped Delay per Vehicle (sec) Expected delay to Minor Street traffic from the Major Street A < 10 Most vehicles arrive during the green phase and do not stop; traffic progression is extremely favourable. B 10.1-20.0 More vehicles stop than for LOS A; traffic progression is good. C 20.1-35.0 Individual cycle failures may appear and the number of vehicles stopping is significant; traffic progression is fair. D 35.1-55.0 Individual cycle failures are noticeable and many vehicles stop; traffic progression is unfavourable. E 55.1-80.0 Individual cycle failures are frequent; traffic progression is poor; acceptable delay is at its limit. F > 80 Many individual cycle failures; arrival flow rate exceeds capacity; delay is unacceptable to most drivers. Source: Highway Capacity Manual, HCM2000 HIGHWAY LOS Signalized 12-09-18 GENIVAR Inc.
Levels of Service Highway Capacity Manual Unsignalized Intersection Level of Service Average Control Delays (s/veh) Expected delay to Minor Street traffic from the Major Street A 0-10 Little or no delay. B > 10 15 Short traffic delay. C > 15 25 Average traffic delay. D > 25 35 Long traffic delay. E > 35 50 Very long traffic delay. F > 50 Extreme delay encountered with queuing, which may cause severe congestion affecting other traffic movements in the intersection. Source: Highway Capacity Manual, HCM 2000 UNSIGNALIZED LOS 12-09-18 GENIVAR Inc.
Appendix D Existing Intersection Capacity Analysis and Queue Reports
HCM Signalized Intersection Capacity Analysis <Existing> 2012 - AM Peak 1: Brock Street & Lakeshore Road W 1
HCM Unsignalized Intersection Capacity Analysis <Existing> 2012 - AM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W 2
Queues <Existing> 2012 - AM Peak 1: Brock Street & Lakeshore Road W 3
HCM Signalized Intersection Capacity Analysis <Existing> 2012 - PM Peak 1: Brock Street & Lakeshore Road W 1
HCM Unsignalized Intersection Capacity Analysis <Existing> 2012 - PM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W 2
Queues <Existing> 2012 - PM Peak 1: Brock Street & Lakeshore Road W 3
Appendix E Net Site Traffic from Background Studies
Trip Generation Background development at Wydham Place (Southeast Corner of Dorval Drive and Rebecca Street) in the Town of Oakville Trip Distribution - Wydham Place Rebecca St. EB Rebecca St. WB Lakeshore Rd EB Lakeshore Rd WB AM Out 30% 55% 10% 5% PM In 65% 20% 0% 15% Lakeshore Rd EB Lakeshore Rd WB 1 4 5 0 2 2 0 2 2 6 1 7
Trip Generation Background development at 140 Rebecca St. & 139 Garden Dr. in the Town of Oakville Trip Distribution - 140 Rebecca Street and 139 Garden Drive Rebecca Rebecca Lakeshore Lakeshore St. EB St. WB Rd EB Rd WB AM Out 40% 60% 0% 0% PM In 65% 35% 0% 0% Lakeshore Rd EB Lakeshore Rd WB 0 0 0 0 0 0 0 0 0 0 0 0
Trip Generation Background development at Rebecca Street Residential (Northwest corner of Dorval Drive and Rebecca Street) in the Town of Oakville Refer to Figure 6 - Net Site Traffic Volumes and TTS analysis in Appendix B of Rebecca Street Traffic Impact Study, 2011. Estimated SBLT and WBRT percentages and appled to the net site traffic volumes on Dorval Drive, south of Rebecca Street Lakeshore Rd EB Lakeshore Rd WB 9 5 3 10
10 (5) 5 (5) (35) 10 (5) 0 Mary Street (10) 5 5 (30) Street C (0) 0 (20) 30 (5) 5 30 Street D (20) 0 (15) 10 (20) Street B SITE Street A 5 (15) 5 (5) Dorval Drive 10 (5) (20) 30 (5) 10 30 (20) 5 (10) (10) 5 (0) 0 (0) 0 5 (5) Rebecca Street St. Thomas Catholica Aquinas Secondary School Driveway (5) 0 (10) 5 NET SITE TRAFFIC VOLUMES 00 (00) AM Peak Hour PM Peak Hour Existing Traffic Signal Rebecca Street Residential - Traffic Impact Study 6758-03, September 2011 All volumes rounded to the nearest 5 vehicles Figure 6
Trip Generation Background development in Kerr Village Plan for 2021 in the Town of Oakville Refer to Estimated Net Vehicle Trip Ends (Mid-Rise Growth Scenario) - Figure 3.5 (AM Peak) and Figure 3.6 (PM Peak) of Kerr Village Transportation Assessement, 2009 Lakeshore Rd EB Lakeshore Rd WB 8 39 32 30
Appendix F AADT Data on Lakeshore Road West
Traffic Growth Estimation W of Dorval Dr. E of Dorval Dr. W of Kerr St. E of Kerr St. EB WB 2006 2007 2010 2011 2012 Both Directions EB WB Both Directions EB WB Both Directions EB WB Both Directions EB WB Both Directions Monday, May 16, 2011 Wednesday, May 16, 2012 Monday, May 16, 2011 Wednesday, May 16, 2012 Thursday, June 28, 2007 Wednesday, June 02, 2010 Wednesday, May 23, 2012 Thursday, June 28, 2007 Tuesday, June 08, 2010 Monday, May 28, 2012 Growth Rate (2006-2010) W of Dorval Dr. 6303 6357 12660 7184 7322 14506 E of Dorval Dr. 5770 6291 12061 6673 7212 13885 W of Kerr St. 14644 8314 7660 15974 7100 8296 15396 6886 6560 13446 1.3% E of Kerr St. 15974 8701 8509 17210 10094 7026 17120 6871 6553 13424
Appendix G 2017 Background Traffic Intersection Capacity Analysis and Queue Reports
Queues <Future Background> 2017 - AM Peak 1: Brock Street & Lakeshore Road W
HCM Signalized Intersection Capacity Analysis <Future Background> 2017 - AM Peak 1: Brock Street & Lakeshore Road W
HCM Unsignalized Intersection Capacity Analysis <Future Background> 2017 - AM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W
HCM Signalized Intersection Capacity Analysis <Future Background> 2017 - PM Peak 1: Brock Street & Lakeshore Road W 1
HCM Unsignalized Intersection Capacity Analysis <Future Background> 2017 - PM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W 2
Queues <Future Background> 2017 - PM Peak 1: Brock Street & Lakeshore Road W 3
Appendix H TTS 2006 Information on Trips Made by Residents of The Town of Oakville Ward 2
Appendix I 2017 Total Traffic Intersection Capacity Analysis and Queue Reports
HCM Signalized Intersection Capacity Analysis <Total Future> 2017 - AM Peak 1: Brock Street & Lakeshore Road W 1
HCM Unsignalized Intersection Capacity Analysis <Total Future> 2017 - AM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W 2
HCM Unsignalized Intersection Capacity Analysis <Total Future> 2017 - AM Peak 3: Brookefield Road & Site Access 3
Queues <Total Future> 2017 - AM Peak 1: Brock Street & Lakeshore Road W 4
HCM Signalized Intersection Capacity Analysis <Total Future> 2017 - PM Peak 1: Brock Street & Lakeshore Road W 1
HCM Unsignalized Intersection Capacity Analysis <Total Future> 2017 - PM Peak 2: Brookefield Road/Plaza Driveway & Lakeshore Road W 2
HCM Unsignalized Intersection Capacity Analysis <Total Future> 2017 - PM Peak 3: Brookefield Road & Site Access 3
Queues <Total Future> 2017 - PM Peak 1: Brock Street & Lakeshore Road W 4
Appendix J Town of Oakville Driveway By-Law 1988-220