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Home My WebLink AboutA2022-0036 Comments 1 Spicer SquareClarftwn Planning and Development Services Committee of Adjustment If this information is required in an alternate accessible format, please contact the Accessibility Coordinator at 905-623-3379 ext. 2131. Date of Meeting: August 25, 2022 File Number: A2022-0036 Address: 1 Spicer Square, Bowmanville Report Subject: A minor variance application to facilitate the construction of a 90- room hotel by reducing the number of required parking spaces from 90 to 83 spaces. Recommendations: 1. That the Report for Minor Variance Application A2022-0036 be received; 2. That all written comments and verbal submissions were considered in the deliberation of this application; 3. That application A2022-0036, for a minor variance to Sections 3.16 e. of Zoning By- law 84-63 to permit a 90-room hotel with a reduction in the number of required parking spaces from 90 to 83 spaces be approved as it is minor in nature, desirable for the appropriate development or use of the land and maintains the general intent and purpose of the Zoning By-law, the Durham Region Official Plan and Clarington Official Plan; and 4. That all interested parties listed in this report be forwarded a copy of Committee's decision. Municipality of Clarington Committee of Adjustment A2022-0036 1. Application Details Page 2 1.1 Owner/Applicant: 2681998 Ontario Inc. / API Development Consultants Inc. 1.2 Proposal A minor variance to Section 3.16 e. of the Zoning By-law 84-63 to permit a 90-room hotel with a reduction in the number of required parking spaces from 90 to 83 spaces. 1.3 Area of Lot: 0.46 Hectares 1.4 Location: 1 Spicer Square, Bowmanville (Figure 1) 1.5 Legal Description: Part Lot 14, Concession BF, former Township of Darlington 1.6 Zoning: Special Purpose Commercial (C5) Zone of Zoning By-law 84- 63 1.7 Clarington Official Gateway Commercial Plan Designation: 1.8 Durham Region Living Areas Official Plan Designation: 1.9 Heritage Status: None Municipality of Clarington Committee of Adjustment A2022-0036 I 1ubw Baseline Road Subject Parcel L ! Spicer Squ are Figure 1 — Location Map Paae 3 Municipality of Clarington Committee of Adjustment A2022-0036 2. Background Page 4 2.1 In 2019, the Applicant met with Municipal staff to present a proposal for a hotel at 1 Spicer Square. The existing zoning requirements located the hotel in the centre of the property and placed the parking near the street. Municipal staff encouraged the Applicant to revise their plan by locating the hotel at the corner of the Baseline Road and Spicer Square in order to meet the urban design policies of the Official Plan. 2.2 A site plan application was submitted in October 2019, proposing a six -storey hotel with 85 guest rooms and 78 on -site parking spaces. A minor variance application was submitted in early 2020 to allow the hotel to be situated closer to the street line by reducing setbacks requirements. The minor variance also proposed the hotel's entrance closer to the intersection of Baseline Road and Spicer Square, reduced loading space requirements, and reduced parking space requirements from 85 spaces to 78 spaces. A Traffic Impact Brief, dated February 2020, was submitted in support of the application. The minor variance application was approved in May 2020 and received no appeals. 2.3 In early 2022, the Applicant met with Municipal staff to present a revised proposal for a 90-room hotel. The proposal included a bump out along the south side of the building to accommodate 5 additional guest rooms. The revised proposal also includes an additional 6 parking spaces, highlighted in yellow in Figure 2, for a total of 83 on -site parking spaces. The Traffic Impact Brief prepared in February 2020 was updated in August 2022 in support of the revised proposal. Municipality of Clarington Committee of Adjustment A2022-0036 Paae 5 BASELINE RD x._. a. -} �.y.r � • V� v li i.. may..}t�bd5. I1, lttIT11f11R __-.7•:.1_ _ �P.�i_..+G !� - }� PROPOSED HOML . _ YI os-E M4-^ 90 RMS .6 STOREY CWPkR7PAL 8ASEMEF#T SPR1NKLISREd- 19 RMS - FL } - 11— €FE = 92.79 RFFF = 99.42 eear wa Rr ;vpp l � - f 4-1�k -n NP-,' �a .y .' ' T J yF• PGI �4{ H.i.• r l t I 43 - F, R�YhI # Figure 2 — Revised Site Plan 3. Land Characteristics and Surrounding Uses 3.1 The subject property is located on the southeast corner of Spicer Square and Baseline Road West. The property is a vacant corner lot, approximately 0.46 hectares in size with approximately 56 metres of frontage on Spicer Square and approximately 82 metres of frontage on Baseline Road West. The property is similar in size to other commercial properties in the vicinity. 3.2 The surrounding uses include Bowmanville Preston Transport Limited across Baseline Road to the north, Comfort Inn to the south, Tim Hortons to the east and Dairy Queen to the west (Figure 3). Municipality of Clarington Committee of Adiustment A2022-0036 Page 6 — _ baseline Road West easeline Road— ._ Proposed ' HoteV T f fi W FM 40 r try f'iE (U ci 'tea - _i E Hyun0A1" . Figure 3 — Surrounding Uses 4. Public Notice and Submissions 4.1 Pursuant to the requirements of the Planning Act, the appropriate signage acknowledging the application was installed on the subject lands. In addition, the appropriate notice was mailed to each landowner within the prescribed distance. 4.2 Staff did not receive any enquiries about this application. 5. Departmental and Agency Comments 5.1 The Infrastructure Division of Public Works has no concerns. 5.2 The Central Lake Conservation Authority has no objection. 5.3 The Building Division of Planning and Development Services has no comments regarding this application. 5.4 Clarington Emergency and Fire Services Department has no fire safety concerns. Municipality of Clarington Committee of Adjustment A2022-0036 6. Discussion Page 7 Conformity with the intent and purpose of the Regional and Clarington Official Plans 6.1 Both the Durham Regional and Clarington Official Plans permit a hotel on the property. 6.2 The urban design policies in the Clarington Official Plan promote parking areas that are designed to minimize hard surface areas and limit the number of parking spaces based on opportunities for shared parking. The revised site plan proposes a 90-room hotel with reduced parking that will accommodate demand peak rates. During statutory holidays in the summer, parking could be shared with the Comfort Inn located next to the site. 6.2 For the above stated reasons, it is staff's opinion that the proposal conforms to the intent and purpose of both the Regional and Local Official Plans. Conformity with the intent and purpose of the Zoning By-law 6.3 The Zoning By-law requires a parking ratio of one space per guestroom. The intent is to ensure that each room has available one parking space for the occupant's vehicle. If three indoor bicycle parking spaces are provided, then the parking requirement is reduced by 1 parking space. 6.4 In 2020, the Applicant received approval for a parking space reduction to 78 parking spaces for 85 guest rooms. This proposal represented 92% of the required parking spaces. The Applicant has since revised the proposal to include 5 additional guest rooms for a total of 90 guest rooms with of total of 83 parking spaces. The revised proposal also represents 92% of the required parking spaces. 6.5 In support of the reduction in parking spaces, the applicant has updated their Traffic Impact Brief from February 2020 which includes a Parking Study. 6.6 Overall, the Parking Study compares parking demand at two nearby hotels, Comfort Inn and Holiday Inn in Bowmanville. The parking surveys were conducted during peak demand periods. The results indicated a peak observed parking demand rate of 0.90 spaces per room for the Comfort Inn & Suites and 0.89 spaces per room for the Holiday Inn. Hotel occupancy was confirmed by the Comfort Inn to be at full capacity during the survey periods and anecdotally confirmed by the front desk at the Holiday Inn. By applying the peak parking rate of 0.90 spaces per room, the 90 guest room hotel would require 81 parking spaces. This rate is expected to meet the peak demands periods of the hotel operation. The revised proposal includes 83 parking spaces which exceeds the peak parking rate of 81 spaces. The report further notes that during statutory summer holidays, any spill over parking could be directed to the Comfort Inn where the study observed 7 surplus parking spaces during the peak demand period. Municipality of Clarington Committee of Adjustment A2022-0036 Page 8 6.7 It is Staff's opinion that the proposed number of parking spaces maintain the intent and purpose of the Zoning By-law by accommodating the parking needs of the site. Desirable for the appropriate development or use of the land, building or structure 6.8 The proposed hotel is permitted by the Zoning By-law and the policies of the Clarington Official Plan. A reduction in required parking is desirable to reduce hard -surfaced areas and promote sustainability. 6.9 Neither staff nor agencies have identified any technical reason why the minor variance application should not be approved. 6.10 For the above stated reasons, it is staff's opinion that the proposal is desirable for the appropriate development and use of the land. Minor in Nature 6.11 The reduced number of parking spaces is not anticipated to impact the hotel's ability to serve the parking needs of guests during peak parking demand period. Based on the Parking Study, the peak parking demand has been shown to be 0.90 spaces per room or 81 spaces in the case of this hotel, which is below the proposed number of parking spaces at 83. While parking may be tight at the busiest times, it is projected to be adequate. 6.12 Additionally, the reduction in parking does not further reduce the number of accessible parking spaces required. 6.13 For the above -stated reasons, it is staff's opinion that the proposed variance is minor in nature would be desirable for the neighbourhood. 7. Conclusion 7.1 Based on Staff's review of the application the application conforms to the intent and purpose of the Zoning By-law and the Regional and Municipal Official Plans, is desirable for the appropriate development or use of land and is deemed to be minor in nature. 7.2 Given the above comments, Staff recommends approving the application for a minor variance to Sections 3.16 e. of Zoning By-law 84-63 to permit a 90-room hotel with a reduction in the number of required parking spaces from 90 to 83 spaces. Municipality of Clarington Committee of Adjustment A2022-0036 Submitted by: Amanda Tapp, Acting Manager, Development Review Staff Contact: Emily Schaefer Attachments: Attachment 1 —Traffic Impact Brief with Parking Study (August 2022), Trans -Plan Interested Parties: The following interested parties will be notified of Committee's decision: James Hu David Barnard Natalia Garavito Page 9 AvAr. TRANS-F Trans po rtatio n En 785 Dundas St W Toronto, ON, M6J 1V2 1 (647) 9317383 1 (877) 668 8784 trans-plan.com admin@trans-plan.com 000 August 4, 2022 2681998 Ontario Inc. 197 Duncan Road Richmond Hill, ON L4C 6.16 c/o Mr. Darius Saplys API Development Consultants Inc. Re: Proposed Fairfield Inn by Marriott Hotel, 1 Spicer Square, Town of Bowmanville, ON - Traffic Impact Brief, Parking Study & Site Plan Review (Updated as per Site Plan Revisions) Dear Mr. Saplys, TRANS -PLAN is pleased to submit this Traffic Impact Brief, Parking Study and Site Plan Review report in support of the proposed Fairfield Inn by Marriott hotel located at 1 Spicer Square, in the Town of Bowmanville. The proposed six -storey hotel (with 90 guest rooms) is proposed to be located on a vacant property on the southeast corner of Baseline Road West and Spicer Square. Our traffic impact brief findings indicate that the Highway 401 On/Off-Ramps on Bowmanville Avenue and Energy Drive are expected operate acceptably under future traffic conditions in horizon year 2031 (ten years after build -out of development). No roadway improvements at the interchanges have been found necessary. Study area intersections under Municipal or Regional jurisdictions are also expected to continue operating acceptably under future conditions. Our parking study includes a review of the Municipality of Clarington Zoning By-law for parking requirements. Since the proposed parking supply is slightly short of the By-law requirements, parking demand surveys were conducted at two nearby proxy hotels. The survey results indicate that the proposed parking supply is sufficient for the typical overnight. However, to accommodate the rare occurrence where parking demands exceeds the on -site supply, the proposed hotel is recommended to share parking with the adjacent Comfort Inn & Suites hotel, which from our review, has surplus parking. Details are provided herein. Sincerely, Anil Seegobin, P.Eng. Partner, Engineer Trans -Plan Transportation Inc. Transportation Consultants A.A. SEC BI100120450 2ag! 6-- Jonathan Li, BEng. Traffic Analyst Table of Contents Transmittal Letter Table of Contents 1. INTRODUCTION.....................................................................................................................................1 2. SITE LOCATION......................................................................................................................................1 3. PROPOSED DEVELOPMENT...................................................................................................................2 4. EXISTING CONDITIONS..........................................................................................................................2 4.1 Road Network.............................................................................................................................2 4.2 Traffic Counts and Analysis Periods............................................................................................ 2 5. FUTURE BACKGROUND CONDITIONS................................................................................................... 3 5.1 Background Growth Rate........................................................................................................... 3 5.2 Planned Background Developments...........................................................................................4 5.3 Planned Roadway Improvements...............................................................................................4 6. SITE TRAFFIC..........................................................................................................................................5 6.1 Trip Generation........................................................................................................................... 5 6.2 Trip Distribution and Assignment............................................................................................... 5 7. FUTURE TOTAL TRAFFIC CONDITIONS.................................................................................................. 5 8. CAPACITY ANALYSIS.............................................................................................................................. 5 9. PARKING STUDY....................................................................................................................................8 9.1 Parking Supply............................................................................................................................ 8 9.2 Parking Requirements, Municipality of Clarington Zoning By-law.............................................8 9.3 Hotel Proxy Site Selection........................................................................................................... 9 9.4 Proxy Parking Survey Methodology............................................................................................ 9 9.5 Proxy Parking Survey Results...................................................................................................... 9 9.6 Typical Parking Demands for the Subject Site.......................................................................... 11 9.7 Accommodation of Summer Statutory Holiday Demands for the Subject Site........................11 10. SITE PLAN REVIEW............................................................................................................................... 11 10.1 Loading Review......................................................................................................................... 11 10.2 Site Circulation Review............................................................................................................. 13 11. CONCLUSIONS AND RECOMMENDATIONS.........................................................................................13 11.1 Traffic Impact Brief................................................................................................................... 13 11.2 Parking Study............................................................................................................................ 14 11.3 Site Plan Review........................................................................................................................ 14 Appendix A —Turning Movement Counts and Signal Timing Plans Appendix B — Background Traffic Information Appendix C — Capacity Analysis Sheets Appendix D — Level of Service Definitions Appendix E — Municipality of Clarington Zoning By-law, Excerpts List of Tables Table 1— Intersection and Driveway Turning Movement Count Details ...................................................... 3 Table 2 — Traffic Volume Growth in Study Area............................................................................................ 4 Table 3 — Background Development............................................................................................................. 4 Table4 — Site Trip Generation...................................................................................................................... 5 Table 5 — Capacity Analysis Results, Existing and Future Total 2031 Conditions ......................................... 7 Table 6 — Proposed Parking Rates and Supply.............................................................................................. 8 Table 7 — Parking Requirements, Municipality of Clarington Zoning By-law ................................................ 8 Table 8 — Hotel Proxy Sites, Site Statistics.................................................................................................... 9 Table 9 — Hotel Proxy Sites, Parking Survey Results................................................................................... 10 Table 10 —Typical Parking Demands for the Subject Site........................................................................... 11 Table 11— Loading Space Requirements, Municipality of Clarington Zoning By-law ................................. 12 Table 12 — Loading Supply at Similar Hotel Developments........................................................................ 12 List of Figures Figure1— Site Location............................................................................................................................... 16 Figure2 — Site Plan...................................................................................................................................... 17 Figure 3 — Existing Study Area Roadway Characteristics............................................................................ 18 Figure 4 — Existing Traffic Volumes, Weekday AM and PM and SAT Peak Hours ....................................... 19 Figure 5 — 2031 Background Traffic Volumes, Weekday AM and PM and SAT Peak Hours ....................... 20 Figure 6 — Site Traffic Assignment, Weekday AM and PM and SAT Peak Hours ........................................ 21 Figure 7 — 2031 Total Traffic Volumes, Weekday AM and PM and SAT Peak Hours .................................. 22 Figure 8 — Waste Collection Vehicle Entering Site and Accessing Waste Collection Area .......................... 23 Figure 9 — Waste Collection Vehicle Leaving Waste Collection Area and Exiting Site ................................ 24 Figure 10 — Loading Vehicle Entering Site and Accessing Designated Loading Area .................................. 25 Figure 11— Loading Vehicle Leaving Designated Loading Area and Exiting Site ........................................ 26 Figure 12 — Fire Truck Entering Site and Stopping Along Fire Route Figure 13 — Fire Truck Reversing from Fire Route and Exiting Site 27 IRA rtN Traffic Impact Brief, Parking Study and Site Plan Review TRANS -PLAN Proposed Fairfield Inn by Marriott Hotel T r a n 5 p n l r .9 l i o n Engineering 1 Spicer Square, Bowmanville, ON 1. INTRODUCTION Trans -Plan has been retained by API Development Consultants Inc. to complete a Traffic Impact Brief, Parking Study and Site Circulation Review report for the proposed Fairfield by Marriott Hotel development located at 1 Spicer Square in the Town of Bowmanville (part of the Municipality of Clarington). This report includes the following study components: Traffic Impact Brief • A review and assessment of the existing road network • An assessment of boundary road operations under future background conditions, including a review of traffic growth, area developments and proposed transportation improvements in the study area • An assessment of the impact of site -generated traffic on the study area intersections under future traffic conditions • Determination of roadway and intersection improvements, as required, to accommodate the proposed development Parking Study • A review of site parking supply and for parking requirement based on the Municipality of Clarington's Zoning By-law • Parking demand surveys at hotel proxy sites nearby the subject site to estimate the future parking demand of the proposed hotel • Provide recommendations for the proposed hotel based on the results of the estimated parking demand using the parking demand rate obtained from nearby proxy hotels Site Plan Review • Review of the Municipality's Zoning By-law requirements for loading for the proposed land uses in comparison to the proposed designated loading area • Demonstrate that waste collection, loading / delivery and emergency vehicles can adequately circulate the site This report incorporates requirements specified in the MTO Traffic Impact Study Guidelines, dated September 2014. 2. SITE LOCATION The subject site, shown in Figure 1, is located on the southeast corner of Spicer Square and Baseline Road West, in the southern outskirts of the Town of Bowmanville (formally part of the Municipality of Clarington). The nearest major intersection is Baseline Road West and Bowmanville Avenue (Durham Regional Road 57). A Highway 401 interchange with Bowmanville Avenue is located approximately 360m southeast of the subject site. The site is currently vacant. Neighbouring land uses consist of commercial retail, lodging and food services. A Comfort Inn hotel development is located adjacent to the south and a Holiday Inn is located further southwest along Spicer Square. Several auto dealerships are located further south of the site on Spicer Square. Adjacent east and west of the site are quick food services (i.e. Dairy Queen, Tim Hortons and rtN Traffic Impact Brief, Parking Study and Site Plan Review TRANS -PLAN Proposed Fairfield Inn by Marriott Hotel Transpnrrasinn Engineering 1 Spicer Square, Bowmanville, ON Wendy's). Opposite of Baseline Road West from the subject site is a tractor -trailer transportation depot known as Bowmanville Preston Transport Ltd. Further north of the site, beyond Baseline Road West are residential zones consisting of low -density dwellings. 3. PROPOSED DEVELOPMENT The proposed site plan, provided by API Development Consultants / Saplys Architects Inc., is shown in Figure 2. The proposed development consists of a 6-storey hotel (known as Fairfield Inn by Marriott) with 90 guest rooms. The proposed parking supply is 83 spaces provided on an at -grade parking lot. Access to the development is provided by one full -moves driveway proposed on Spicer Square, aligned with the existing Dairy Queen driveway opposite of the site. 4. EXISTING CONDITIONS 4.1 Road Network Spicer Square forms an unsignalized (stop -controlled) intersection with Baseline Road West. Baseline Road West forms a signalized intersection with Bowmanville Avenue (formerly known as Waverley Road prior to November 1, 2018). The Highway 401 interchange with Bowmanville Avenue is located approximately 360m southeast of the subject site. The Highway 401 Eastbound On/Off-Ramps is accessed via Energy Drive instead of directly on Bowmanville Avenue. These intersections have been included into the analysis of the study area. The study area roadway characteristics are shown in Figure 3. 4.2 Traffic Counts and Analysis Periods To determine existing operating conditions in the study area, Trans -Plan conducted intersection turning movement counts (TMCs) and obtained a signal timing plan (STP) from the Region of Durham for the study area intersections. Additionally, Trans -Plan conducted a site visit and made general traffic observations. Table 1 provides a summary of the traffic counts and peak hours with detailed TMC information and signal timing plans provided in Appendix A. TM TRANS -PLAN Transpnrralinn Engineering Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON Table 1— Intersection and Driveway Turning Movement Count Details Count Date Count Hours Peak Hours Intersections: Thursday 7:00am — 9:30am 7:30am — 8:30am Bowmanville Avenue & September 5, 2019 4:00pm — 6:30pm 5:00pm — 6:00pm Saturday Baseline Road West September 7, 2019 11:00am — 3:00pm 11:30am—12:30pm Thursday 7:00am — 9:30am 7:45am — 8:45am Baseline Road West & Spicer September 5, 2019 4:00pm — 6:30pm 5:00pm — 6:00pm Saturday Square September 7, 2019 11:00am — 3:00pm 1:15pm — 2:15pm Thursday 7:00am — 9:30am 7:30am — 8:30am Bowmanville Avenue & September 5, 2019 4:00pm — 6:30pm 4:30pm — 5:30pm Highway 401 Westbound On/Off-Ramp Saturday 11:00am — 3:00pm 11:30am—12:30pm September 7, 2019 Thursday 7:00am — 9:30am 7:30am — 8:30am Bowmanville Avenue & Energy September 5, 2019 4:00pm — 6:30pm 4:00pm — 5:00pm Saturday Drive September 7, 2019 11:00am — 3:00pm 11:30am — 12:30pm Thursday 7:00am — 9:30am 7:30am — 8:30am Energy Road & Highway 401 September 5, 2019 4:00pm — 6:30pm 4:00pm — 5:00pm Saturday Eastbound On/Off-Ramp September 7, 2019 11:00am — 3:00pm 11:45am—12:45pm Driveways: Thursday 7:00am — 9:30am 7:45am — 8:45am Spicer Road & Dairy Queen September 5, 2019 4:00pm — 6:30pm 4:00pm — 5:00pm Saturday Access / Proposed Site Access September 7, 2019 11:00am — 3:00pm 1:15pm — 2:15pm The existing traffic volumes for the weekday AM and PM peak hours and Saturday (SAT) peak hour are shown in Figure 4. S. FUTURE BACKGROUND CONDITIONS Future background traffic volumes were determined based on a review of planned developments and future traffic volume growth in the study area. Planned roadway improvements are also reviewed in this section. 5.1 Background Growth Rate To establish predicted growth in roadway traffic volumes in the study area, an analysis of historical AADT data was completed for the following roadway corridors: • Bowmanville Avenue between Waverley Road and Baseline Road West 0 Bowmanville Avenue between Baseline Road West and Highway 401 Westbound On/Off-Ramp TM TRANS -PLAN Transpnrralinn En9ineerin9 Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON • Highway 401 at Bowmanville Avenue (as requested during correspondence with MTO) The AADT data for the noted corridors were obtained from the Region of Durham's Open Data website or the MTO's 1988 to 2016 Traffic Volumes Publication. The growth rate analysis results for each corridor are shown in Table 2 and detailed calculations are provided in Appendix B. Table 2 — Traffic Volume Growth in Study Area Growth Rate Location Years Analyzed (/ per annum) Bowmanville Avenue between Waverley Road 2016 — 2018 Baseline Road West(') (Most recent 3 data points) 0 1.2/ Bowmanville Avenue between Baseline Road West 2016 — 2018 and Highway 401 Westbound On/Off-Ramp(l) (Most recent 3 data points) 0.0% Highway 401 at Bowmanville Avenue (2) 2012 — 2016 1.1% (Most recent 5 data points) Peak Annual Growth Rate 1.2% Note: (1) AADT data obtained from Region of Durham's Open Data (2) AADT data obtained from MTO's 1988 to 2016 Traffic Volumes Publication The analysis indicated a growth rate of up to 1.2% per annum for the study area roadways. To be conservative with the analysis, the growth rate of 1.2% per annum was applied to all major study area roadways for planning horizon year 2031. 5.2 Planned Background Developments Based on review of the Municipality of Clarington website, there is one notable background development planned nearby the study area. The background development location and details are shown in Table 3. Table 3 — Background Development Location Land Use Development Size Trip Generation Source Office: 4,430 sq.ft. of GFA Traffic Impact Assessment, 2411-2415 Baseline Day Care: 6,032 sq.ft. of GFA dated October 23, 2018, Road West, Commercial Fast -Food Restaurant: 7061 prepared by Tranplan Bowmanville sq.ft. of GFA Associates Inc. (a different Retail: 14,733 sq.ft. of GFA consultant from us) Trips generated by the noted background development were obtained from its traffic study received from Municipality of Clarington staff. Traffic volumes generated by the background development have been incorporated into our analysis of future background traffic conditions. Detailed data for the background development is provided in Appendix B. 5.3 Planned Roadway Improvements Based on review of the Municipality of the Clarington Transportation Master Plan, Baseline Road West east of Bowmanville Avenue may be widened to 4 lanes (compared to 2 lanes in existing conditions). The widening will occur if a Highway 401 interchange is built on Lambs Road (east of Bowmanville Avenue). However, the interchange construction has not been confirmed and thus a timeline of the widening is unavailable at this point in time. As a result, the roadway widening on Baseline Road West was not TM TRANS -PLAN T r a n s p n r r a S i o n Engineering Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON included into our analysis of future conditions. No other planned roadway improvements were found in the study area. Future background traffic volumes for the weekday AM and PM and SAT peak hours are shown in Figure 5. 6. SITE TRAFFIC 6.1 Trip Generation Trips for the proposed development were generated using the ITE Trip Generation Manuals, 10th Edition rates for Land Use Code (LUC) 310 — Hotels. The expected site trips for the weekday AM and PM and SAT peak hours are shown in Table 4. Table 4 — Site Trip Generation Land Use Units Weekday AM Peak Hour Weekday PM Peak Hour SAT Peak Hour In Out Total In Out Total In Out Total Hotel 90 Distr. 59% 41% 100% 51% 49% 100% 56% 44% 100% (LUC 310) Rooms Eqn T = 0.50(X) — 5.34 T = 0.75(X) — 26.02 T = 0.69(X) + 4.32 Rate 0.26 0.18 0.44 0.24 0.22 0.46 0.41 0.32 0.73 24 16 40 21 20 41 37 29 66 Trips The subject site is expected to generate approximately 40, 41 and 66 new two-way trips, respectively, during the weekday AM and PM and SAT peak hours. 6.2 Trip Distribution and Assignment Site trips were distributed based on the traffic patterns observed with the TMCs conducted for the study area intersections. The vicinity of the subject site to Highway 401 and locations of major population and employment areas relative to the site were also taken into consideration. The site traffic assignment for the weekday AM and PM and SAT peak hours is shown in Figure 6. 7. FUTURE TOTAL TRAFFIC CONDITIONS Site traffic volumes were added to the future background traffic volumes to obtain the future total traffic volumes for the peak hours. The future total traffic volumes for the weekday AM and PM and SAT peak hours are shown in Figure 7. 8. CAPACITY ANALYSIS A capacity analysis was performed for the study area intersections using Synchro analysis software. Table 5 provides the summary of results for the future 2031 horizon year. Capacity Analysis Sheets and Level of Service (LOS) Definitions are provided in Appendix C and Appendix D, respectively. The MTO TIS Guidelines state that movements at signalized intersections with a v/c ratio of 0.85 or less are deemed acceptable. The results of the capacity analysis at the study area intersections are as follows: rtN Traffic Impact Brief, Parking Study and Site Plan Review TRANS -PLAN Proposed Fairfield Inn by Marriott Hotel T e a n 5 p n r I a l i o n Engineering 1 Spicer Square, Bowmanville, ON Bowmanville Avenue & Baseline Road West Future Traffic Conditions — Horizon Year 2031 The overall signalized intersection is expected to operate acceptably with a LOS of C and an overall v/c ratio of 0.76 or better across all peak periods. The following movement(s) have been identified as critical: • Eastbound Left: v/c ratio of 0.92 in the weekday PM peak hour No site traffic is expected to utilize the eastbound left movement in the weekday PM peak hour. The remaining individual movements are expected to operate acceptably (v/c ratio of 0.85 or less) across all peak periods. The existing signal timing plan for the intersection is expected to be adequate for future traffic conditions. Baseline Road West & Spicer Square Future Traffic Conditions — Horizon Year 2031 The northbound approach (stop -controlled movements from Spicer Square) is expected to operate acceptably with a LOS of C or better and delays of up to 15 seconds across all peak periods. The westbound left movement is expected to operate with a good LOS of A with minimal delays of up to 9 seconds. Spicer Square & Dairy Queen Access / Proposed Site Access Future Traffic Conditions — Horizon Year 2031 The proposed site access is expected to operate with a good LOS of A with minimal delays of up to 9 seconds across all peak periods. Bowmanville Avenue & Highway 401 Westbound On/Off-Ramp Future Traffic Conditions — Horizon Year 2031 The westbound approach (vehicles exiting the Highway 401 Off -Ramp) is expected to operate acceptably with a LOS of C with delays of up to 17 seconds across all peak periods. The remaining approaches are expected to operate with minimal delays. Bowmanville Avenue & Energy Drive Future Traffic Conditions — Horizon Year 2031 The eastbound left movement (accommodating vehicles exiting the Highway 401 Eastbound Off -Ramp on Energy Drive) is expected to operate acceptably with a LOS of C and delays of up to 17 seconds across all peak periods. The southbound right movement (accommodating vehicles entering the Highway 401 Eastbound On -Ramp) is expected to operate with a LOS of A and minimal delays. Energy Drive & Highway 401 Eastbound On/Off-Ramp Future Traffic Conditions — Horizon Year 2031 The southbound left movement (from the Highway 401 Eastbound Off -Ramp) is expected to operate acceptably with a LOS of C and delays of up to 18 seconds. 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PARKING STUDY Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON This section includes a review of the proposed parking supply and allocation for the site, the parking requirements as per the Municipality of Clarington Zoning By-law 84-63 (dated March 2015). Parking demand surveys conducted at proxy locations were utilized estimate future parking demands at the subject site, where applicable. 9.1 Parking Supply The parking supply for the proposed development is provided by a surface parking lot. The proposed parking supply and rate is shown in Table 6. Table 6 — Proposed Parking Rates and Supply Land Use Number of Units Parking Supply Parking Supply (hotel rooms) (spaces) Rate Hotel 83 (Proposed Fairfield Inn 90 (including 4 accessible 0.92 spaces per room by Marriott) spaces) The proposed parking lot will provide 83 spaces (including 4 accessible spaces) for the proposed Fairfield Inn by Marriott hotel, resulting in a parking supply rate of 0.92 spaces per room. 9.2 Parking Requirements, Municipality of Clarington Zoning By-law A review of the parking requirements was conducted based on the Municipality of Clarington Zoning By- law 84-63 (dated March 2015) with source material provided in Appendix E. A comparison of parking requirements and the proposed parking supply is shown in Table 7. Table 7 — Parking Requirements, Municipality of Clarington Zoning By-law Land Use Minimum Parking Requirement Proposed Parking Surplus / (as defined Units (rooms) Supply Deficiency Parking Rate Spaces Spaces in by-law) (spaces) 90 rooms 1.0 space per guest 90 83 -7 room Hotel Barrier Free 4 spaces (for 76 to 4 (included in 4 (included in total) 0 Spaces 100 required spaces) total) Source: Municipality of Clarington Zoning By-law 84-63, Section 3.16 The parking requirement for the proposed hotel is 90 spaces, compared to the proposed parking supply of 83 spaces (deficiency of 7 spaces). The deficiency is minor since the proposed parking supply meets requirements by 92.2% (83 spaces / 90 spaces x 100%). The proposed barrier -free parking supply of 4 spaces (included in total) meets the by-law requirements. To better understand typical parking demand rates of hotels in the study area, parking demand surveys were conducted at similar hotel developments nearby the subject site and is discussed in the next section. TM TRANS -PLAN Transpnrralion Engineering 9.3 Hotel Proxy Site Selection Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON To demonstrate that the proposed parking supply for the proposed Fairfield Inn by Marriott hotel would be sufficient, proxy parking surveys at similar nearby hotels were conducted to determine typical parking demand rates for hotels in the study area. The following two proxy sites were selected for analysis: 1. Comfort Inn & Suites, 5 Spicer Square, Bowmanville, ON 2. Holiday Inn Express & Suites, 37 Spicer Square, Bowmanville, ON The selected proxy hotel sites are located within close proximity (up to 220m distance) to the subject site. A comparison of site statistics between the proposed development and proxy sites is shown in Table 8. Table 8 — Hotel Proxy Sites, Site Statistics Parking Parking Supply Hotel Development Location Units (rooms) Supply Rate (spaces per (spaces) room) Subiect Site: Proposed Fairfield Inn by 1 Spicer Square, 90 83 0.92 Marriott Bowmanville Comfort Inn &Suites 5 Spicer Square,72 72 1.00 Bowmanville, ON Holiday Inn Express & 37 Spicer Square, 95 118 1.24 Suites Bowmanville, ON The proxy hotel sites contain a similar number of rooms to the subject site and provide a sufficient parking supply rate (such that parking demands surveyed would not be lowered due to insufficient parking). 9.4 Proxy Parking Survey Methodology To capture the peak period of operations, parking utilization surveys were conducted on three days for each location: Saturday August 31, Friday September 20 and Saturday September 21, 2019. The surveys were conducted by spot count at 11:59pm / midnight or later (when hotel parking demands typically peak). Details of the survey methodology are provided as follows: • Recorded the parking demand (spaces occupied by vehicles) parked at the proxy site parking lots • Inquired hotel staff regarding approximate hotel room occupancy during the overnight period • Made general observations of site operations, vehicles circulation, pedestrian / parking activity and any vehicle spillover onto / from adjacent properties 9.5 Proxy Parking Survey Results The results of the proxy parking demand surveys are shown in Table 9. TM TRANS -PLAN T r a n s p❑ r r a S i n n Engineering Table 9 — Hotel Proxy Sites, Parking Survey Results Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON Estimated Observed Peak Parking Demand Proxy Hotel Units Room Surveyed Parking Development (rooms) Survey Date Occupancy Demand (spaces parking Demand Rate N occupied) (spaces per room) Saturday 100% 53 0.74 August 31, 2019 Friday Comfort Inn & Suites September 20, 100% 65 0.90 5 Spicer Square, 72 2019 Saturday Bowmanville, ON September 21, 100% 65 0.90 2019 Peak Observed Parking Demand Rate 0.90 Saturday 100% 79 + 2 (tandem) 0.85 August 31, 2019 Holiday Inn Friday Express & Suites, September 20, 100% 81 + 4 (tandem) 0.89 37 Spicer 95 2019 Square, Saturday Bowmanville, September 21, 91% 72 + 1 (tandem) 0.77 ON 2019 Peak Observed Parking Demand Rate 0.89 The results indicate a peak observed parking demand rate of 0.90 spaces per room for the Comfort Inn & Suites, located directly adjacent to the subject site. Front -desk staff at the Comfort Inn & Suites were inquired regarding hotel occupancy on Saturday August 31, 2019; indicating a hotel occupancy of 100% (full occupancy). The staff also noted during the inquiry that hotels across all surrounding municipalities would also be at full occupancy, due to the survey date falling on a long weekend. The results indicate a peak observed parking demand rate of 0.89 spaces per room for the Holiday Inn Express & Suites, located approximately 220m southwest of the subject site. Some vehicles were noted to be parking in tandem along the south side of the property, due to carrying a trailer (and not due to an insufficient parking supply). The vehicles parking in tandem were included into the calculation of the parking demand rate (to be conservative). Hotel occupancy for the Holiday Inn Express & Suites could not be obtained from the front -desk hotel staff. However, given the response of the Comfort Inn & Suites front -desk staff on Saturday August 31, 2019, the Holiday Inn Express & Suites likely also experienced full hotel occupancy for the survey dates. The hotel occupancies for Friday September 20 and Saturday September 21, 2019 were estimated based on the surveyed parking demand rates compared to the rates surveyed on Saturday August 31, 2019. TM TRANS -PLAN Transpnrralinn Engineering Traffic Impact Brief, Parking Study and Site Plan Review 9.6 Typical Parking Demands for the Subject Site Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON The parking demand rates observed at the two proxy hotels surveyed were applied to estimate future parking demands for the proposed Fairfield Inn by Marriott hotel containing 90 guest rooms. The parking demand rate of 0.90 spaces per room (occurring on Friday September 20 and Saturday September 21, 2019 at the Comfort Inn & Suites proxy hotel) would be reflective of the typical peak parking demands at the subject site. The estimated typical parking demand of the proposed hotel development is shown in Table 10. Table 10 — Typical Parking Demands for the Subject Site Hotel Development Units (rooms) Surveyed Parking Demand Proposed Parking Supply (spaces) Observed Peak Rate Estimated Parking (spaces per room) Demand (spaces) Proposed Fairfield Inn 90 0.90 81 83 by Marriott The estimated peak parking demand for the proposed Fairfield Inn by Marriott is estimated to be 81 spaces, which is met (and exceeded) by the proposed parking supply. The proposed parking supply of 83 spaces is expected to be sufficient for the typical night at the subject site. 9.7 Accommodation of Summer Statutory Holiday Demands for the Subject Site The subject site may experience higher than typical parking demands during summer statutory holidays (i.e. Canada Day, Civic and Labour Day). Although infrequent, occurring 3 times per year, parking spillover may occur from the site as a result. To prevent spillover onto the local roadway, the proposed hotel could share parking with the adjacent Comfort Inn & Suites by redirecting hotel guests arriving by auto, as needed. As previously mentioned, the peak parking demand surveyed at the Comfort Inn & Suites was 65 spaces, resulting in a surplus of 7 spaces which could be utilized. The survey on Saturday August 31(falling on the Labour day weekend) indicated a parking surplus of 19 spaces at the Comfort Inn & Suites. To reduce parking demands at the subject site, the proposed hotel is encouraged to accommodate for guests of local tours (i.e. coach bus tours) during the peak season. The guest groups typically arrive via coach bus, which would significantly reduce auto parking demands. Parking for the coach buses is typically arranged off -site, rather than on -site at the hotel. Trailer parking should also be discouraged at the subject site to reserve parking spaces for autos. 10. SITE PLAN REVIEW 10.1 Loading Review A loading review of the proposed development was conducted based on the loading space requirements provided in the Municipality of Clarington Zoning By-law 84-63 (dated March 2015). Source material is provided in Appendix E. A comparison of loading requirements and the loading supply is shown in Table 11. TM TRANS -PLAN T r a n s p n r r a S i n n Engineering Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON Table 11— Loading Space Requirements, Municipality of Clarington Zoning By-law Land Use Size (sq.m. Loading Requirement Proposed Loading Supply Dimensions Spaces Dimensions Spaces (as defined in by-law) of GFA ) Commercial Zone C5: Length: 11.0m / Width: 4.Om 2 Hotel 4,935.7 Length: 7.5m 1 Commercial Zone C5-16: Length: 7.5m / Width: 3.0m sq.m. Width: 4.0m (for floor areas not 1 exceeding 1,860 sq.m.) Source: Municipality of Clarington Zoning By-law 84-63, Sections 3.12 and 20.4.16 Since the subject site is located within Commercial Zone C5 (utilizing general provision loading rates), the Zoning By-law requirement is 2 spaces, compared to the proposed loading supply of one space. The Commercial Zone C5-16 is located directly adjacent south of the subject site, currently occupied by a Comfort Inn & Suites (with an identical land use exceeding 1,860 sq.m.). While the proposed loading supply is deficient of the Zoning By-law requirements, a review of nearby existing hotels indicates that the proposed loading supply is typical of similar hotel developments. A comparison of the loading supply at the subject site and similar hotels is shown in Table 12. Table 12 — Loading Supply at Similar Hotel Developments Hotel Approximate Sizer) Development Location (sq.m. of GFA) Loading Supply Subject Site Proposed 1 Spicer Square, 1 space: 7.5m (L) x 4.0m (W) Fairfield Inn by Bowmanville, ON 4,935.7 Located at designated waste Marriott (Commercial Zone C5) collection area Similar Sites Comfort Inn & 5 Spicer Square, 1 space: —5.5m (W) x —5.7m (L) Suites Bowmanville, ON 3,130 Located at designated waste (Commercial Zone C5-16) collection area Holiday Inn 37 Spicer Square, 1 space: 5.7m (L) x 7.5m (W) Express & Suites Bowmanville, ON 6,900 Located at designated waste (Commercial Zone C5) collection area Note: (*) Based on (approximate building area) x (number of floors) The review indicated that similar hotels typically only require one loading space located at the designated waste collection area, similar to the subject site. The dimensions of loading spaces also vary at the similar hotels and differ from the Zoning By-law requirements. Given that the loading supply at similar hotels are functioning acceptably, the proposed loading supply at the subject site is also expected to be adequate. rtN Traffic Impact Brief, Parking Study and Site Plan Review TRANS -PLAN Proposed Fairfield Inn by Marriott Hotel T e a n 5 p n r I a l i o n Engineering 1 Spicer Square, Bowmanville, ON 10.2 Site Circulation Review The site plan was reviewed using AutoTurn vehicle turning template software to simulate typical design vehicles expected to use the site, including waste collection vehicles, loading vehicles and emergency vehicles: • Figure 8 and Figure 9 shows a typical front -loader waste collection vehicle (with a vehicle length of 10.2m), entering and exiting the site and accessing the designated waste collection area. • Figure 10 and Figure 11 shows a typical loading / delivery vehicle (based on TAC MSU vehicle), entering and exiting the site and accessing the designated loading area. • Figure 12 shows a typical fire truck (with a vehicle length of 12.8m) entering the site and stopping along the fire route, nearby the fire hydrant located on the southwest corner of the property. Figure 13 shows a fire truck reversing from the fire route and exiting the site. The review concludes that all design vehicles are able to circulate the site in a safe and efficient manner. 11. CONCLUSIONS AND RECOMMENDATIONS Our findings and recommendations for the proposed Fairfield Inn by Marriott hotel located at 1 Spicer Square in the Town of Bowmanville are provided as follows: 11.1 Traffic Impact Brief • The proposed six -storey hotel consists of 90 guest rooms, to be located on a vacant lot on the southeast corner of Baseline Road West and Spicer Square. 83 auto spaces (including 4 accessible spaces) are proposed at the subject site. Access to the site is provided by one proposed full -moves driveway on Spicer Square, opposite of an existing access to a Dairy Queen fast-food restaurant. • Review of historical AADT data of the Bowmanville Avenue and Highway 401 corridors indicated a growth rate of up to 1.2% per annum. To be conservative, a growth rate of 1.2% per annum was applied to all major study area roadways. • Trip rates were obtained from ITE Trip Generation Manuals, 10th Edition rates for Land Use Code (LUC) 310 — Hotel. The proposed development is expected to generate approximately 40, 41 and 66 new two-way trips, respectively, during the weekday AM and PM and SAT peak hours. • The Municipality of the Clarington Transportation Master Plan indicated that Baseline Road West east of Bowmanville Avenue may be widened to 4 lanes (compared to 2 lanes in existing conditions). The widening will occur if a Highway 401 interchange is built on Lambs Road (east of Bowmanville Avenue). However, the interchange construction has not been confirmed and thus a timeline of the widening is unavailable at this point in time. As a result, the roadway widening on Baseline Road West was not incorporated into our analysis of future conditions. • The study area intersections are expected to operate acceptably ten years after full build -out (horizon year 2031) of the development. The unsignalized (stop -controlled) Highway 401 On/Off-Ramps on Bowmanville Avenue and Energy Drive are expected to continue operating acceptably under future traffic conditions. No roadway improvements are necessary to accommodate background traffic growth or site traffic. TM TRANS -PLAN Transp❑rralinn Engineering 11.2 Parking Study Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON • The proposed parking supply at the site is 83 spaces (including 4 accessible spaces) provided at -grade at a rate of 0.92 spaces / room. • Based on the Municipality of Clarington Zoning By-law 84-63, the parking requirement is 90 spaces, compared to the proposed supply of 83 spaces, resulting in a minor deficiency of 5 spaces. The requirement is met by 92.2% (83 spaces / 90 spaces x 100%). • Proxy site parking demand surveys were conducted at two nearby proxy hotels, located within 220m of the subject site: — Comfort Inn & Suites, 5 Spicer Square, Bowmanville, ON — Holiday Inn Express & Suites, 37 Spicer Square, Bowmanville, ON • The proxy parking survey data were obtained on three survey dates: Saturday August 31, Friday September 20 and Saturday September 21, 2019. The results indicate a typical peak parking demand of 0.90 spaces per hotel room for the two proxy hotels surveyed, likely with 100% guest room occupancy. • By applying the survey results to the subject site, the expected peak parking demand for the typical night is estimated to be 81 spaces, which is met (and exceeded) by the proposed parking supply of 83 spaces. • The subject site may experience higher parking demands on summer statutory holidays (i.e. Canada Day, Civic and Labour Day). The potential occurrence is infrequent, however, since the holidays occur 3 times per year. To prevent parking spillover onto local roadways, the proposed hotel could redirect hotel guests to park at the adjacent Comfort Inn & Suites, as needed. A parking surplus of 7 spaces (or greater) were noted at the adjacent hotel during our proxy parking demand surveys. Furthermore, a parking surplus of 19 spaces was observed during the Saturday overnight period of the Labour Day weekend. • To reduce parking demands at the subject site, the proposed hotel is encouraged to accommodate guests of local tours (i.e. coach bus tours) during the peak season. The guest groups typically arrive via coach bus, which would significantly reduce auto parking demands. Parking for the coach buses is typically arranged off -site, instead of on -site at the hotel. Trailer parking should also be discouraged at the subject site to reserve parking spaces for autos. 11.3 Site Plan Review • The review indicated that similar hotels typically only require one loading space located at the designated waste collection area, similar to the subject site. The dimensions of loading spaces also vary at the similar hotels and differ from the Zoning By-law requirements. Given that the loading supply at similar hotels are functioning acceptably, the proposed loading supply at the subject site is also expected to be adequate. • The site circulation review indicated that waste collection vehicles, loading / delivery vehicles and fire trucks are able to safely access the site and navigate to its designated areas. TM TRANS -PLAN Tr a n s p n r i, i inn F rscii veering Respectfully submitted, p C� Anil Seegobin, P.Eng. Partner, Engineer Trans -Plan Transportation Inc. Transportation Consultants Traffic Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel 1 Spicer Square, Bowmanville, ON Jonathan Li, B.Eng. Traffic Analyst r-, rtN Traffic Impact Brief, Parking Study and Site Plan Review TRANS -PLAN Proposed Fairfield Inn by Marriott Hotel T r a n s p o r l a f i n n F ri Pl i n e e r i n g 1 Spicer Square, Bowmanville, ON Figure 1— Site Location k Source: Google Earth { KA ppi� 4 =�pj�4i#!g 1Fi !� 1�ia a 1� 4q iii�i �; �a� �aY III 9 s� • g€' EE! W IIK9gEi'i ID ❑ le' J 9xelF9m°CF!" PORN,�F�';• ! €i i i tf{� °RN, I S! � e •t..F LF F ! ii� s IlFF! 9: �g°F ! yi3a4�liJE{¢�y3��j��I�l�� 3:e ��lE,IE]9lerFrs3ia3iliFe$3lFi33e13ei33138P€3.:� • _ . ° . I N m ,I 3 L � � o 4 � ^ E • . ' w59£ ' -- - I U. W c Li N FiJ s10$ xp j aHrtrr syE1� WO un-: o a he--- ��$�- 95A5 a. U. _— WQ�atgxz J oa jn ri ARn 1LL x UISF9 a 6 $ Sw PI URL'L ' � zo-z o WOD•9 � W lJ Hat NwnlOo v � zoo w06£L z I 7-77 1 W/169 T weE'er� 3vvnas V30idS g 3E)yiN0aj a301dS UJCC Ie t a d Aff. TRANS -PLAN TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON Figure 3 - Existing Study Area Roadway Characteristics t 50 50 Site Dairy Queen 4 Proposed Site Access Access 50 1 Highway 401 Westbound On -Ramp VCL E fu 0 3 � � n O dA w c = O •_1 L► 1 14+ Energy Drive n u Baseline Road West Highway 401 Westbound On/Off-Ramp LEGEND Stop Sign Traffic Signal 60 Posted Speed Limit Lane Configuration Schematic; Not To Scale '_ TRANS -PLAN TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON Figure 4 - Existing Traffic Volumes, Weekday AM and PM and SAT Peak Hours N Un M 00 o 0 H H 66 97 86 f 234 351 273 0 °n^° w 175 254 219 94 76 96 107 80 85 Baseline Road West F 126 156 82 t r 274 360 270 ^ Ln 188 220 116 ro Ln m °r° 29 33 9 N 14 14 190 165 240 e-0 r, � N v N 01 M o0 ko R u a o < T m ^� r, ^ c 0 0 0 c E ti o o 0 0 0 0 Dairy Queen 0 0 Proposed 0 co M Access -------------- t r Site Access L ^ m 43 42 0 M M 0 0 0 o 0 o Highway401 0) °�° m1 0 1 0 c Westbound 00c On -Ramp M ^ O ti a CD - v T p m — w c = O Cc N � M r M M v M Ln 00 L 255 372 326 m N f 45 31 49 N ~ � LI` `� Energy Drive 6 5 15 3 401 673 303 36 158 31 4 12 24 LEGEND Stop Sign Traffic Signal xx xx xx AM / PM / SAT Peak Hour L 241 275 234 Highway 401 Westbound 28 8 2 On/Off-Ramp tr 00 ti o r m tO10 `� O M V t N 41 Schematic; Not To Scale '_ TRANS -PLAN TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON Figure 5 - 2031 Background Traffic Volumes, Weekday AM and PM and SAT Peak Hours v m � 1 * o4 +— 68 100 89 f 282 420 340 ti -*-- 196 272 236 94 76 96 � 110 83 88 Baseline Road West z 152 183 90 t r 338 426 318 ^ ,�� 215 248 124 w m ti 29 33 9 N 14 N ei 207 181 279 c rn N l0 cm Ln v N o1 d ti ON V a u a o < T an ^� r, ^ c 0 0 0 c E ti o o 0 0 0 a Dairy Queen 0 0 Proposed 0 co Access -------------- t r Site Access dam^ n ~ � n ^ M 43 42 0 0 0 0 o o Highway401 � 0) Ln m M1 0 1 0 c Westbound coc On -Ramp M ^ o ti a CD - m T p 3 � � O m — w c = O 0 0 Co �r m v N Ln N O0 Ln 270 389 341 rO1n o 46 32 51 rn N �11 IM` Energy Drive 6 5 15 3 436 717 315 37 163 32 4 12 25 LEGEND Stop Sign Traffic Signal xx xx xx AM / PM / SAT Peak Hour L 252 297 255 Highway 401 Westbound 29 8 2 On/Off-Ramp tr m`~ a c ^ N O � M t N 41 Schematic; Not To Scale '_ TRANS -PLAN TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON Figure 6 - Site Traffic Assignment, Weekday AM and PM and SAT Peak Hours � o 0 M o o 0 0 0 f 0 0 0 c o o 8 6 10 22 15 28 r� 0 0 0 Baseline Road West r z 5 2 1 t r 0 0 0 N ti 7 8 4 o 0 0 9 6 2 i. 11 7 9 o 0 v N o 0 v uIV a 0 0 � m < v 0 o N N L 16 20 29 c f0 E O O N 0 0 0 0 Dairy Queen J L.,0 0 0 Proposed CO Access Site Access 0 0 0 t r L 5 2 4 0 0 0 0 0 0 Highway401 n N Highway401 0 0 0 Westbound 0 0 Westbound 0 o 0 o On -Ramp On/Off-Ramp f F" 0 0 o in o CL = m v o T 30 m � n O m-2 O - w c = O o Ln O o a 2 3 S M o 0 in 0 0 0 N o `o. Energy Drive Ah 0 0 0 7 4 5 0 0 0 0 0 0 0 0 o 0 0 0 LEGEND Stop Sign Traffic Signal xx xx xx AM / PM / SAT Peak Hour Schematic; Not To Scale '_ TRANS -PLAN TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON Figure 7 - 2031 Total Traffic Volumes, Weekday AM and PM and SAT Peak Hours " 0� " L" � Ln v o4 +— 68 100 89 f 282 420 340 N 0 � 204 278 246 116 91 124 110 83 88 Baseline Road West 157 185 91 t r 338 426 318 oo 222 256 128 r, m ti 38 39 11 v N 218 188 288 ti N cmN N N l0 Ln N In V � u °- v 0m < T m n N 16 20 29 c t0 E ti O N 0 0 0 0 Dairy Queen 0 0 Proposed 0 CO m Access -------------- t r Site Access d^^ m v ao m 43 42 0 0 0 0 o o Highway401 � 0) m M1 0 1 0 c w c Westbound On -Ramp M ^ O ti a CD -0 m T 0 3 � � O m — w c = O M V1 Cc 0) M v W Ln Ln O0 Ln 272 392 346 rO1n 46 32 51 N m �11 I` Energy Drive 6 5 15 3 443 721 320 37 163 32 4 12 25 LEGEND Stop Sign Traffic Signal xx xx xx AM / PM / SAT Peak Hour L 257 299 259 Highway 401 Westbound 29 8 2 On/Off-Ramp tr �0 m`~ a c N � M t N Ol Schematic; Not To Scale AV TM TRANS—PLANProposed Impact Brief, Parking Study and Site Plan Review Proposed Fairfield Inn by Marriott Hotel Trans Er❑rtaii0n Engineering 1 Spicer Square, Bowmanville, ON APPENDICES Appendix A — Turning Movement Counts and Signal Timing Plans Appendix B — Background Traffic Information Appendix C — Capacity Analysis Sheets Appendix D — Level of Service Definitions Appendix E — Municipality of Clarington Zoning By-law, Excerpts AWAW TRANS -PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Baseline Road West Municipality: Bowmanville, Ontario North Total 1448 North En North Rec North 0 m West West En West Rec AM Peak Hour: 7:30 to 8:30 Bowmanville Avenue tering 942 Cyclists 0 eiving 506 Truck 4 Peds 10 Cars 97 0 2 80 0 2 114 0 2 238 �r Total 867 147 tering 438 6 eiving 429 0 West Peds 6 North Total 1595 North Entering 671 Cyclists 0 North Receiving 924 Truck 0 North West West Ent ering West Rece iving East Total 545 0 0 East Entering 348 14 3 East Receiving 197 764 60 East Peds 1 L 60 6 0 157 18 0 96 11 0 ? r 335 17 South Total 1654 23 1 South Entering 529 0 0 South Receiving 1125 South Peds 2 PM Peak Hour: 17:00 to 18:00 Bowmanville Avenue a� 0 m 3 4 West Peds 3 14�� East Total 805 0 0 East Entering 431 22 4 East Receiving 374 414 98 East Peds 0 L 94 3 0 f 251 3 0 77 3 0 663 47 South Total 1571 8 4 South Entering 890 0 1 South Receiving 681 South Peds 0 Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to Bowmanville Avenue North Total 0 North Entering 0 Cyclists 0 North Receiving 0 Truck 0 North Peds 0 Cars 0 0 0 0 0 0 0 0 m Of co 0 0 0 -� West Total 0 0 West Entering 0 0 West Receiving 0 0 West Peds 0 East Total 0 0 0 East Entering 0 0 0 East Receiving 0 0 0 East Peds 0 � 0 0 0 F 0 0 0 � 0 0 0 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 Total 5-Hour Count Bowmanville Avenue North Total 7035 North Entering 3699 Cyclists 0 0 North Receiving 3336 Truck 13 121 North Peds 25 Cars 552 2637 i 0 5 571 N o 0 13 857 co� co 1 26 961 West Total 4734 728 2288 West Entering 2434 21 71 West Receiving 2300 0 0 West Peds 20 East Total 3234 0 East Entering 1800 33 East Receiving 1434 343 East Peds 16 L 376 25 0 � 948 38 0 385 28 0 172 South Total 7455 14 South Entering 3296 2 South Receiving 4159 South Peds 28 Aw TRANS -PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Baseline Road West Municipality: Bowmanville, Ontario North Total 1398 North E North Re Nort We West E West Re Count Time: 11:00am - 3:O0pm Date: Saturday September 7, 2019 SAT Peak Hour: 11:30 to 12:30 Bowmanville Avenue ntering 768 Cyclists 0 ceiving 630 Truck 0 h Peds 9 Cars 157 0 0 126 0 1 187 -0- 0 0 190 st Total 1045 161 ntering 504 2 ceiving 541 2 West Peds 7 East Total 729 0 0 East Entering 390 8 0 East Receiving 339 495 108 East Peds 0 84 2 0 F 214 5 0 84 1 0 ? Fo- 413 43 South Total 1404 5 0 South Entering 626 0 0 South Receiving 778 South Peds 0 Total 4-Hour Count Bowmanville Avenue North Total 5161 North Entering 2727 Cyclists 0 0 North Receiving 2434 Truck 1 19 North Peds 22 Cars 506 1849 0 1 478 N o 0 3 773 --s- 00 0 7 672 t West Total 3916 672 1597 West Entering 1934 3 19 West Receiving 1982 2 0 West Peds 18 East Total 2757 0 East Entering 1467 3 East Receiving 1290 349 East Peds 6 L 333 6 0 782 16 0 325 5 0 161 South Total 5332 0 South Entering 2455 1 South Receiving 2877 South Peds 8 Aw� TRANS -PLAIN Turning Movement Count Diagram Intersection: Baseline Road West and Spicer Square Municipality: Bowmanville, Ontario North Total 0 North En North Rec North 1-0 0 Of Wes West En West Rec AM Peak Hour: 7:45 to 8:45 Spicer Square tering 0 Cyclists t 0 eiving 0 Truck 0 Peds 0 Cars 0 0 0 0 0 4 266 0 1 8 Total 520 6 tering 279 1 eiving 241 0 West Peds 1 Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to - Spicer Square East Total 652 North Total 0 0 0 East Entering 328 North Entering 0 Cyclists 0 0 0 East Receiving 324 North Receiving 0 Truck 0 0 0 East Peds 1 North Peds 0 Cars 0 L 0 0 0 �, 0 0 0 co �o F 218 16 0 0 0 0 0 o' 91 3 0 0° 0 0 0 0 52 South Total 164 West Total 0 0 0 2 South Entering 61 West Entering 0 0 0 0 South Receiving 103 West Receiving 0 0 South Peds 0 West Peds 0 East Total 0 0 0 East Entering 0 0 0 East Receiving 0 0 0 East Peds 0 L 0 0 0 0 0 0 0 0 0 ? r 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 PM Peak Hour: 17:00 to 18:00 Total 5-Hour Count Spicer Square Spicer Square North Total 0 North Entering 0 Cyclists 0 0 North Receiving 0 Truck 0 0 North Peds 0 Cars 0 0 i 0 0 0 N o 0 4 356 0° 0 0 33 West Total 765 21 0 West Entering 393 0 0 West Receiving 372 0 0 West Peds 1 East Total 898 0 East Entering 427 0 East Receiving 471 0 East Peds 0 L 0 0 0 f 349 2 0 74 2 0 110 South Total 241 1 South Entering 132 0 South Receiving 109 South Peds 1 North Total 0 North Entering 0 Cyclists 0 0 North Receiving 0 Truck 0 0 North Peds 0 Cars 0 0 i 0 0 0 0 2 26 1537 0° 0 1 91 �1 West Total 3087 76 0 West Entering 1657 2 0 West Receiving 1430 0 0 West Peds 3 East Total 3631 0 East Entering 1714 0 East Receiving 1917 0 East Peds 2 L 0 0 0 1306 46 0 354 8 0 345 South Total 884 7 South Entering 430 0 South Receiving 454 South Peds 19 Aw TRANS -PLAIN Turning Movement Count Diagram Intersection: Baseline Road West and Spicer Square Municipality: Bowmanville, Ontario Count Time: 11:00am - 3:00pm Date: Saturday September 7, 2019 SAT Peak Hour: 13:15 to 14:15 Spicer Square North Total 0 North Entering 0 Cyclists 0 North Receiving 0 Truck 0 North Peds 0 Cars 0 0 0 0 N o 0 4 270 --s- 00 0 0 29 West Total 601 24 West Entering 303 0 West Receiving 298 0 West Peds 3 East Total 735 0 0 East Entering 370 0 0 East Receiving 365 0 0 East Peds 3 0 0 0 F 268 5 1 94 2 0 ? F* 0 89 South Total 240 0 2 South Entering 115 0 0 South Receiving 125 South Peds 0 Total 4-Hour Count Spicer Square North Total 0 East Total 2778 North Entering 0 Cyclists 0 0 0 East Entering 1384 North Receiving 0 Truck 0 0 0 East Receiving 1394 North Peds 0 Cars 0 0 0 East Peds 9 a) 0 0 0 L 0 0 0 N o 4 8 1082 — ► 1038 14 22 CU Of °° 0 0 98 306 4 0 ', r West Total 2337 71 0 297 South Total 779 West Entering 1192 0 0 3 South Entering 371 West Receiving 1145 0 0 0 South Receiving 408 West Peds 5 South Peds 6 Aar TRANS -PLAN Turning Movement Count Diagram Intersection: Spicer Square and Dairy Queen Access Municipality: Bowmanville, Ontario North Total 162 North En North Rec North Wes West En West Rec AM Peak Hour: 7:45 to 8:45 Spicer Square tering 102 Cyclists 0 eiving 60 Truck 1 Peds 0 Cars 0 0 0 0 0 0 0 0 0 0 t Total 1 0 tering 0 0 eiving 1 0 West Peds 1 North Total 236 Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to - Spicer Square East Total 0 North Total 0 East Total 0 0 0 East Entering 0 North Entering 0 Cyclists 0 0 0 East Entering 0 3 0 East Receiving 0 North Receiving 0 Truck 0 0 0 East Receiving 0 98 0 East Peds 0 North Peds 0 Cars 0 0 0 East Peds 0 L 0 0 0 0 0 0 L 0 0 0 F 0 0 0 0 0 0 0 0 0 0 0 0 0¢ 0 0 0 0 0 0 ? r *1 ? r 57 0 South Total 161 West Total 0 0 0 0 South Total 0 3 0 South Entering 60 West Entering 0 0 0 0 South Entering 0 0 0 South Receiving 101 West Receiving 0 0 0 0 South Receiving 0 South Peds 0 West Peds 0 South Peds 0 PM Peak Hour: 16:00 to 17:00 Spicer Square North Entering 113 Cyclists 0 0 North Receiving 123 Truck 0 2 North Peds 6 Cars 39 72 i 0 0 42 0 0 0 0 a 0 0 1 .+1 t West Total 82 0 80 West Entering 43 0 1 West Receiving 39 0 0 West Peds 1 East Total 0 North Total 869 0 East Entering 0 0 East Receiving 0 0 East Peds 0 L 0 0 0 F 0 0 0 0 0 0 0 South Total 156 0 South Entering 81 0 South Receiving 75 South Peds 0 Total 5-Hour Count Spicer Square North Entering 444 Cyclists 0 0 North Receiving 425 Truck 1 8 North Peds 14 Cars 117 318 N 0 1 102 0 0 0 Q 0 0 0 5 �1 West Total 229 3 312 West Entering 108 0 10 West Receiving 121 0 0 West Peds 10 East Total 0 0 East Entering 0 0 East Receiving 0 0 East Peds 0 L 0 0 0 0 0 0 0 0 0 0 South Total 656 0 South Entering 325 0 South Receiving 331 South Peds 3 Aw TPANS-PLAN Turning Movement Count Diagram Intersection: Spicer Square and Dairy Queen Access Municipality: Bowmanville, Ontario North Total 241 North E North Re Nort We West E West Re Count Time: 11:00am - 3:00pm Date: Saturday September 7, 2019 SAT Peak Hour: 13:15 to 14:15 Spicer Square ntering 125 Cyclists 0 ceiving 116 Truck 0 h Peds 0 Cars 42 0 0 43 0 0 0 0 0 0 st Total 88 3 ntering 43 0 ceiving 45 0 West Peds 3 East Total 0 0 0 East Entering 0 2 0 East Receiving 0 81 0 East Peds 0 L 0 0 0 F 0 0 0 0 0 0 ? Fo- 71 0 South Total 159 2 0 South Entering 76 0 0 South Receiving 83 South Peds 0 Total 4-Hour Count Spicer Square North Entering 403 Cyclists 0 North Receiving North Peds 3 Cars 14 0 0 136 0 0 0 0 0 4 We West 369 Truck 0 East Total o 0 0 East Entering o 4 0 East Receiving o 253 0 East Peds o L 0 0 0 � 0 0 0 0 0 0 t r 230 0 South Total 503 3 0 South Entering 242 0 0 South Receiving 261 South Peds 2 Aw TRANS-PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Highway 401 Westbound On/Off-Ramps Municipality: Bowmanville, Ontario North Total 1777 North Entering 1228 North Receiving 549 North Peds 0 m E 0 0 o i 0 0 cu - L 27 0 0 0 West Total 910 West Entering 0 West Receiving 910 West Peds 0 North Total 1730 North Entering 756 North Receiving 974 North Peds 0 m AM Peak Hour: 7:30 to 8:30 Bowmanville Avenue Cyclists 0 0 Truck 10 21 Cars 900 297 41 0 0 0 .*-1 ? 0 279 0 29 0 0 Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to - Bowmanville Avenue East Total 280 North Total 0 0 East Entering 269 North Entering 0 Cyclists 0 0 East Receiving 11 North Receiving 0 Truck 0 0 East Peds 0 North Peds 0 Cars 0 4► m L 237 4 0 O E_ 0 0 0 f 0 0 0 0 0 0 0 23 5 0 L p 0 0 0 r 10-1 6 South Total 665 West Total 0 0 5 South Entering 319 West Entering 0 0 0 South Receiving 346 West Receiving 0 0 South Peds 0 West Peds 0 PM Peak Hour: 16:30 to 17:30 Bowmanville Avenue Cyclists 0 0 Truck 27 12 Cars 370 347 41 0 0 0 o 0 0 0 0 1 0 0 0 27 0 West Total 397 0 686 West Entering 0 0 9 West Receiving 397 0 4 West Peds 0 East Total 302 0 East Entering 283 0 East Receiving 19 0 East Peds 0 L 269 6 0 f 0 0 0 6 2 0 18 South Total 1085 1 South Entering 718 0 South Receiving 367 South Peds 0 North Total 7842 North Entering 4403 North Receiving 3439 North Peds 0 m o 0 0 0 0 0 0 0 1 0 0 0 0 West Total 2786 0 West Entering 0 0 West Receiving 2786 0 West Peds 0 ,0 ►, East Total 0 0 0 East Entering 0 0 0 East Receiving 0 0 0 East Peds 0 0 0 0 0 0 0 0 0 0 ? r 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 Total 5-Hour Count Bowmanville Avenue East Total 1253 Cyclists 0 0 0 East Entering 1196 Truck 102 88 0 East Receiving 57 Cars 2684 1529 0 East Peds 0 L 1103 26 0 0 0 0 51 16 0 2217 37 South Total 4051 89 20 South Entering 2367 4 0 South Receiving 1684 South Peds 0 AW TRANS —PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Highway 401 Westbound On/Off-Ramp Count Time: 11:00am - 3:00pm Municipality: Bowmanville, Ontario Date: Saturday September 7, 2019 North Total 1466 North Entering 824 North Receiving 642 North Peds 0 m in F= 0 0 CD ca 0 0 CUo 0 0 0 x West Total 451 West Entering 0 West Receiving 451 West Peds 0 SAT Peak Hour: 11:30 to 12:30 0 0 0 Bowmanville Avenue iclists 0 0 Truck 9 2 Cars 442 371 + ♦1 t 0 400 0 5 0 3 East Total 239 0 East Entering 236 0 East Receiving 3 0 East Peds 0 L 231 3 0 F 0 0 0 2 0 0 r 3 South Total 786 0 South Entering 411 0 South Receiving 375 South Peds 0 Total 4-Hour Count Bowmanville Avenue North Total 5566 East Total 898 North Entering 3052 Cyclists 0 5 0 East Entering 883 North Receiving 2514 Truck 26 11 0 East Receiving 15 North Peds 0 Cars 1683 1327 0 East Peds 0 m + o� 0 0 0 L 864 9 0 0 0 0 0 0 0 0 0 0 0 10 0 0 *1 r West Total 1709 0 1616 15 South Total 3009 West Entering 0 0 16 0 South Entering 1656 West Receiving 1709 0 9 0 South Receiving 1353 West Peds 1 South Peds 0 'AAV TRANS -PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Energy Drive Municipality: Bowmanville, Ontario AM Peak Hour: 7:30 to 8:30 Bowmanville Avenue North Total 663 North Entering 340 Cyclists 0 0 North Receiving 323 Truck 12 16 North Peds 1 Cars 267 45 0 24 279 a� of 0 0 0 w 0 8 16 West Total 620 6 11 West Entering 327 7 9 West Receiving 293 1 0 West Peds 0 North Total 1109 North En North Rec North o w West West En West Rec East Total 0 0 East Entering 0 0 East Receiving 0 0 East Peds 0 L 0 0 0 0 0 0 0 0 0 r 0 South Total 119 0 South Entering 34 0 South Receiving 85 South Peds 0 Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to - Bowmanville Avenue North Total 0 North Entering 0 Cyclists 0 North Receiving 0 Truck 0 North Peds 0 Cars 0 0 0 0 A0 0 0 .1-10 0 0 West Total 0 0 West Entering 0 0 West Receiving 0 0 West Peds 0 East Total 0 0 0 East Entering 0 0 0 East Receiving 0 0 0 East Peds 0 0 0 0 0 0 0 0 0 0 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 PM Peak Hour: 16:00 to 17:00 Total 5-Hour Count Bowmanville Avenue Bowmanville Avenue tering 383 Cyclists 0 eiving 726 Truck 9 Peds 0 Cars 366 3 4 669 0 0 0 2 5 7 �1 Total 1091 19 tering 690 4 eiving 401 3 West Peds 0 East Total 0 North Total 4043 0 0 East Entering 0 North Entering 1672 Cyclists 0 5 0 East Receiving 0 North Receiving 2371 Truck 58 3 0 East Peds 0 North Peds 1 Cars 1476 L 0 0 0 4 70 2159 f 0 0 0 —I 0 0 0 0 0 0 w 3 24 43 f �1 44 0 South Total 98 West Total 3916 40 6 0 South Entering 76 West Entering 2303 32 0 0 South Receiving 22 West Receiving 1613 7 South Peds 0 West Peds 0 East Total 0 1 0 East Entering 0 46 0 East Receiving 0 91 0 East Peds 0 L 0 0 0 �— 0 0 0 0 0 0 101 0 South Total 425 37 0 South Entering 217 0 0 South Receiving 208 South Peds 0 Aw TRANS -PLAIN Turning Movement Count Diagram Intersection: Bowmanville Avenue and Energy Drive Municipality: Bowmanville, Ontario Count Time: 11:00am - 3:OOpm Date: Saturday September 7, 2019 SAT Peak Hour: 11:30 to 12:30 Bowmanville Avenue North Total 792 North Entering 380 Cyclists 0 North Receiving 412 Truck 1 North Peds 0 Cars 372 0 4 397 0 0 0 --1.. w 0 0 4 West Total 782 2 West Entering 405 0 West Receiving 377 2 West Peds 0 East Total 0 0 0 East Entering 0 0 0 East Receiving 0 7 0 East Peds 0 i �► 0 0 0 F 0 0 0 0 0 0 ? Fo- 9 0 South Total 26 0 0 South Entering 15 2 0 South Receiving 11 South Peds 0 Total 4-Hour Count Bowmanville Avenue North Total 2998 North Entering 1344 Cyclists 0 North Receiving 1654 Truck 9 North Peds 0 Cars 1305 5 17 1598 0 0 0 � w 0 0 0 17 West Total 2966 12 West Entering 1637 1 West Receiving 1329 2 West Peds 0 East Total 0 5 0 East Entering 0 0 0 East Receiving 0 25 0 East Peds 0 L 0 0 0 0 0 0 0 0 0 r 32 0 South Total 96 0 0 South Entering 49 2 0 South Receiving 47 South Peds 0 AW� TRANS -PLAIN Turning Movement Count Diagram Intersection: Energy Drive and Highway 401 Eastbound On/Off-Ramp Municipality: Bowmanville, Ontario North Total 552 North En North Rec North w � Wes West En West Rec AM Peak Hour: 7:30 to 8:30 Highway 401 EB On/Off-Ramp tering 294 Cyclists t 0 eiving 258 Truck 0 Peds 0 Cars 1 0 0 3 0 3 28 0 0 0 Total 80 0 tering 34 0 eiving 46 0 West Peds 0 North Total 910 North En North Rec North o w Wes West En West Rec Intersection ID: Date: Thursday September 5, 2019 MD Peak Hour: - to - Highway 401 EB On/Off-Ramp East Total 624 North Total 0 0 0 East Entering 300 North Entering 0 Cyclists 0 0 32 East Receiving 324 North Receiving 0 Truck 0 0 261 East Peds 0 North Peds 0 Cars 0 L 237 18 0 0 0 0 t 44 1 0 0 0 0 0 0 0 0 w 0 0 0 r ? -� 0 0 South Total 0 West Total 0 0 0 0 South Entering 0 West Entering 0 0 0 0 South Receiving 0 West Receiving 0 0 South Peds 0 West Peds 0 PM Peak Hour: 16:00 to 17:00 Highway 401 EB On/Off-Ramp tering 517 Cyclists 0 eiving 393 Truck 0 Peds 0 Cars 4 6 0 t 15 0 3 155 � 0 0 0 Total 214 0 tering 179 0 eiving 35 0 West Peds 0 East Total 0 0 0 East Entering 0 0 0 East Receiving 0 0 0 East Peds 0 L 0 0 0 0 0 0 0 0 0 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 Total 5-Hour Count Highway 401 EB On/Off-Ramp East Total 1074 North Total 3399 0 0 East Entering 403 North Entering 1919 Cyclists 0 0 0 8 East Receiving 671 North Receiving 1480 Truck 1 0 0 505 East Peds 0 North Peds 0 Cars 11 0 L 361 11 0 8 5 36 28 3 0 0 0 14 363 0 0 0 w 0 0 0 0 0 South Total 0 West Total 631 0 0 0 0 South Entering 0 West Entering 426 0 0 0 0 South Receiving 0 West Receiving 205 0 0 South Peds 0 West Peds 0 East Total 3908 0 East Entering 1624 89 East Receiving 2284 1818 East Peds 0 L 1354 77 0 �— 181 11 1 0 0 0 0 South Total 0 0 South Entering 0 0 South Receiving 0 South Peds 0 AW TRANS -PLAIN f� Turning Movement Count Diagram Intersection: Energy Drive and Highway 401 Eastbound On/Off-Ramp Count Time: 11:00am - 3:OOpm Municipality: Bowmanville, Ontario Date: Saturday September 7, 2019 SAT Peak Hour: 11:45 to 12:45 Highway 401 EB On/Off-Ramp North Total 711 North Entering 380 Cyclists 0 North Receiving 331 Truck 2 North Peds 0 Cars 6 0 0 5 a `I 0 0 36 w 0 0 0 West Total 100 0 West Entering 41 0 West Receiving 59 0 West Peds 0 East Total 785 0 0 East Entering 377 0 4 East Receiving 408 0 368 East Peds 0 L 326 0 0 F 48 1 2 0 0 0 ? r 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 Total 4-Hour Count Highway 401 EB On/Off-Ramp North Total 2693 North Entering 1462 Cyclists 0 North Receiving 1231 Truck 2 North Peds 0 Cars 20 0 0 21 a `I 10 1 197 w 0 0 0 West Total 383 0 West Entering 229 0 West Receiving 154 0 West Peds 0 East Total 2990 0 0 East Entering 1342 0 16 East Receiving 1648 0 1424 East Peds 0 L 1203 7 0 1 125 2 5 0 0 0 r 0 0 South Total 0 0 0 South Entering 0 0 0 South Receiving 0 South Peds 0 INTERSECTION SIGNAL TIMING REPORT Location lBowmanville Ave. (RR 57) and Baseline Rd, Date I August 29 2019 C&E No. 24522096 Prepared by C. Maw Prepared for TRANS -PLAN AM Peak 06:00-09:00 II Phase Number 2 4 6 8 Movement NBTL EBTL SBTL WBTL LeadTag Lead -Lag Optimize Recall Mode C-Max None G-Max None Maximum Split (s) 47.7 42.3 47.7 42.3 Masi mum Split(%) 53.0% 470% 53.0% 470% Minimum Split (s) 37 38 37 38 Yellow Times) 4.8 3.8 4.8 3.8 AII-Red Time (s) 1.9 2.5 1.9 2.5 Minimum Initial(s) 20 8 20 8 Veh i cle Extensions) 3 3 3 3 Minimum Gap(s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time 7 7 7 7 Flash Dont Walk(s) 21 24 21 24 Yrllersedon Summary Cycle Length 90 Control Type Actuated -Coordinated Natural Cycle 80 Ott -.et 8211 Referenced to ph a.,e 2: NBTL and 0. SBTL, Start of G reen > Iitsand Phases: 335. RR 57 BOWMANVILLEAV &BASELINE RD 77I. 7 ~ S3" 'R 08 PM Peak 15:15 - 22:00 f - 1 hto"ement NBTL EBTL SBTL WBTL Leadil-ag Lead -Lag Optimize Recall Mode C-Max None C-Max None Maximum Split(s) 47.7 42.3 47.7 42.3 Maximum Split(%) 530% 470% 53.0% 470% Minimum Splits) 37 38 37 38 Yellow Time (s) 48 38 48 38 All -Red Time (s) 1.9 2.5 1.9 2.5 Minimum Initials) 20 8 20 8 Vehicle Extension (s) 3 3 3 3 Minimum Gap(s) 3 3 3 3 Time Before Reduces) 0 0 0 0 T i me To Reduces) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walks) 21 24 21 24 Intersection Summary Cycle Length 90 Control Type Actuated -Coordinated Natural Cycle 80 Olfset 55.8(6Z%), Referenced to phase2NBTL and 6:SBTL, Startot Green 3 lits and Phases: 335: RR 57 BOWMANVILLE AVE & BASELINE RL) to 2 034 477s l0.3 R) I s73 47, 7 s 42.3 s Weekend Peak 09:00-18:30 f- 4 } Uovement NBTL EBTL SBTL WBTL Leadli-ag Lead -Lag Optimize Recall Mode G-Max None G-Max None Maximum Split(s) 47.7 42.3 47.7 42.3 Maximum Split(%) 530% 470% 530% 470% Minimum Split (s) 37 38 37 38 Yellow Time (s) 4.8 3.8 4.8 3.8 All -Red Time(.) 19 2.5 19 2.5 Minimum Initials) 20 8 20 8 Vehicle 6dension(s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduces) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Nont Walk (s) 21 24 21 24 Intersection Summary Cycle Length 90 Control Type Actuated -Coordinated Natural Cycle 75 Offset 9 (10%), Referenced to phase 2NBTL and 6 SBTL, Startof Green S Iits and Phases: 335: RR 57 BOWMANVILLE AV &BASELINE R6 f02 97 7sEll 4 a 1 �35 R 97.7 s Cie 42.3 *Please note a concerted effort has been made to ensure the accuracy and completeness of the data provided, however, inadvertent errors or omissions can still occur. Please bring any errors or omissions to the Region's attention. // APPENDIX 6 Background Traffic Information AADT Growth Calculation AWAAV TRANS -PLAN Review of Traffic Volume Growth on Bowmanville Avenue (formerly Waverley Road) south of Baseline Road Year AADT xy x^2 Growth by Annual (vehicles) Linear Growth Regression Rate 2016 18,780 37860480 4064256 19073 2017 19,660 39654220 4068289 19073 2018 18,780 37898040 4072324 19073 1 0.0% 6051 57220 115412740 12204869 Source: Region of Durham Open Data, Annual Average Daily Traffic (AADT), SLRN ID 50,208 events 3 m 0 b 19073.3333 Review of Traffic Volume Growth on Bowmanville Avenue (formerly Waverley Road) north of Baseline Road Year AADT xy x^2 Growth by Annual (vehicles) Linear Growth Regression Rate 2016 15,290 30824640 4064256 15308 2017 15,530 31324010 4068289 15493 2018 1 15,660 31601880 4072324 1 15678 1 1.2% 6051 46480 93750530 12204869 Source: Region of Durham Open Data, Annual Average Daily Traffic (AADT), SLRN ID 106,490 events 3 m 185 b-357651.67 Review of Traffic Volume Growth on Highway 401 at Bowmanville Avenue (formerly Waverley Road) Year AADT xy x^2 Growth by Annual (vehicles) Linear Growth Regression Rate 2012 86,100 173233200 4048144 86060 2013 86,200 173520600 4052169 87000 2014 89,200 179648800 4056196 87940 2015 88,600 178529000 4060225 88880 2016 89,600 180633600 4064256 89820 1.1% 10070 439,700 885565200 20280990 Source: MTO 1988-2016 Traffic Volumes Publication, Highway 401 at Waverley Road IC-431-Newcastle events 5 m 940 b-1805220 TRAFFIC IMPACT BRIEF, PARKING STUDY AND SITE PLAN REVIEW TRANS -PLAN Proposed Fairfield by Marriott Hotel 1 Spicer Square, Bowmanville, ON DEV 1 - 2411 & 2415 Baseline Road West, Bowmanville Source: Exhibit 3.2 in Traffic Impact Assessment dated October 23, 2018, prepared by Tranplan Associates Inc. Note: Saturday data unavailable from source material, trips assumed equivalent to weekday PM peak hour 41 58 58 0 0 0 Baseline Road West r 55 55 40 0 0 0 0 0 o 0 DEV 1 v � a o 0 Site 0 0 0 O O O 0 O 0 O O o 0 0 0 Dairy Queen I I 0 0 Proposed 0 Access +J Site Access 0 0 0 -------------- 'I t r 0 0 0 —► o 0 0 0 0 0 o 0 0 0 0 0 ti Q T 70 9 C) O — w c = O o N o `n ^� 7 5 S o m 0 0 0 Energy Drive 0 0 0 0 0 0 LEGEND Stop Sign Traffic Signal xx xx xx AM / PM / SAT Peak Hour Schematic; Not To Scale ti O O O o 0 0 0 Co ti O O 16 10 10 0 0 0 22 22 5 t r 21 21 4 U3 0 0 11 11 31 o m 0 0 M O O 3 13 14 Highway401 N Highway401 Westbound 0 Westbound 0 0 On -Ramp On/Off-Ramp tr m 0 m O N O �n o �n o n o 22 23 3 t 0 0 0 0 0 o 0 0 0 // APPENDIX C Capacity Analysis Sheets pip O O O o 0 0 0 0 0 0 O M O y t0 0 0 o a . IF � a fn F r n t0 0 0 0 0 0 0 N O N M cq� O fO OM N -w O <7 cq a ■ o o ' z F� ZFMM�OpOOOOOM�NM io2N'�'o<oONo-O cp a m � H � O O V O\ € N M O . 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Specifically, Level of Service criteria are stated in terms of the average stopped delay per vehicle for a 15-minute analysis period. The following table describes the characteristics of each level: Level of Features Stopped DelaX Service per Vehicle sec A At this level of service, almost no signal phase is < 5.0 fully utilized by traffic. Very seldom does a vehicle wait longer than one red indication. The approach appears open, turning movements are easily made and drivers have freedom of operation. B At this level, an occasional signal phase is fully > 5.0 and < 15.0 utilized and many phases approach full use. Many drivers begin to feel somewhat restricted within platoons of vehicles approaching the intersection. C At this level, the operation is stable though with > 15.0 and < more frequent fully utilized signal phases. Drivers 25.0 feel more restricted and occasionally may have to wait more than one red signal indication, and queues may develop behind turning vehicles. This level is normally employed in urban intersection design. D At this level, the motorist experiences increasing > 25.0 and < restriction and instability of flow. There are 40.0 substantial delays to approaching vehicles during short peaks within the peak period, but there are enough cycles with lower demand to permit occasional clearance of developing queues and prevent excessive backups. E At this level, capacity is reached. There are long > 40.0 and < queues of vehicles waiting upstream of the 60.0 intersection and delays to vehicles may extend to several signal cycles. F At this level, saturation occurs, with vehicle demand > 60.0 exceeding the available capacity. LEVEL OF SERVICE ANALYSIS AT UNSIGNALIZED INTERSECTIONS") The term "level of service" implies a qualitative measure of traffic flow at an intersection. It is dependent upon the vehicle delay and vehicle queue lengths at approaches. The level of service at unsignalized intersections is often related to the delay accumulated by flows on the minor streets, caused by all other conflicting movements. The following table describes the characteristics of each level. Level of Service Features A Little or no traffic delay occurs. Approaches appear open, turning movements are easily made, and drivers have freedom of operation. B Short traffic delays occur. Many drivers begin to feel somewhat restricted in terms of freedom of operation. C Average traffic delays occur. Operations are generally stable, but drivers emerging from the minor street may experience difficulty in completing their movement. This may occasionally impact on the stability of flow on the major street. D Long traffic delays occur. Motorists emerging from the minor street experience significant restriction and frustration. Drivers on the major street will experience congestion and delay as drivers emerging from the minor street interfere with the major through movements. E Very long traffic delays occur. Operations approach the capacity of the intersection. F Saturation occurs, with vehicle demand exceeding the available capacity. Very long traffic delays occur. (1) Highway Capacity Manual - Special Report No. 209, Transportation Research Board, 1985. Section 3 Parking Space Requirement Table Type or nature of use Minimum off street parking requirement Hotel, Motel, Motor Hotel, Cottage or 1 parking space for each guest room, Cabin Establishment, Resort cottage or cabin, plus such parking Establishment or Tourist Home facilities as are required for an eating establishment or entertainment lounge licensed in accordance with the Liquor Licence Act of Ontario. Tavern 1 parking space for each 4 persons that may be legally accommodated at any one time. Manufacturing, Processing, Assembly, 1 parking space per 100 square metres Fabricating Plant, Wholesale of total floor area up to 2000 square Establishment or Warehouse metres, plus one additional parking space for every 500 square metres of total floor area over 2000 square metres. Notwithstanding the foregoing, a warehouse or storage use which employs less than 10 persons, shall provide one parking space per employee. Marina 1 parking space per 20 square metres of the total retail floor area or fraction thereof plus one parking space for each boat slip provided. Medical or Dental Clinic, or, Offices of a 5 parking spaces per doctor, plus 1 Drugless Practitioner parking space for each examination room exceeding 5 such rooms per office. Municipality of Clarington/ Zoning By-law 84-63 Page 1 3-19 Section 3 the applicable zone regulations for that zone as if each separately zoned portion was a lot. However, a. No lot shall have more than one dwelling on the whole of the lot except as specifically permitted by this By-law; and/or b. Where this By-law limit divides a property, provided the use of that portion of the lot conforms, this By-law limit shall not be a zone limit for defining yard setbacks, except for the setback requirements of Section 3.22. 3.15 Offensive Trade Except as may otherwise be specifically permitted under this By-law, no use shall be permitted which, from its nature or the materials used therein, is declared by the Durham Regional Board of Health or Council of the Municipality to be an offensive or noxious trade, business or manufacture under The Public Health Act, as amended. Amended by By -Law 86-41 3.16 Parking Area Regulations a. Parking Space Requirements Parking spaces and areas are required under this By-law, in accordance with the Parking Space Requirement Table, and the owner of every building or structure erected or used for any of the purposes hereinafter set forth shall provide and maintain on the same lot, for the sole use of the owner, occupant or other persons entering upon or making use of the said premises, from time to time, parking spaces and areas accordingly. Added by By-law 99-169 Deleted by By-law 2006-046 Replaced by By -Law 2015-062 b. Accessible Parking Spaces i) Each accessible parking space shall be a minimum 4.5 metres wide and 5.7 metres long. When paired, the width can be reduced to 3.4 metres, provided a 1.5 metre access aisle is located between the paired spaces. Added by By -Law 2006-046 ii) Accessible Parking Space Requirement Table Accessible Parking Space Requirement Table Number of Parking Spaces Required By Accessible Persons Parking Spaces Parking Space Requirement Table 3.16 Municipality of Clarington/ Zoning By-law 84-63 Page 1 3-15 Section 3 1to25 1 26 to 50 2 51to75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1000 2 % of total Greater than 1000 21 spaces plus 1 space for every additional 100 spaces or part thereof over 1000 parking spaces Nursing homes, retirement homes, hospitals, medical and dental clinics shall provide twice the number of Accessible Parking Spaces as shown in the column above. C. Parking Space Sizes Replaced by By-Law2015-062 i) Each parking space shall be a minimum of 5.7 metres by 2.75 metres. ii) Where the two outdoor parking spaces for single detached, semi- detached and/or townhouse units are provided side by side the combined minimum width of the two spaces may be reduced to 4.6 metres. iii) Parking spaces provided in the front yard for detached, semi- detached and/or townhouse units must not reduce the minimum landscaped open space within the front yard below 30 percent. iv) Parking space size perpendicular to a landscaping strip having a minimum width of 3.0 metres may be reduced in size to 5.2 metres in length by 2.75 metres in width. d. Parking Aisle Requirements Each aisle shall be a minimum width of 6.0 metres for two-way traffic and 4.5 metres for one-way traffic. e. Parking Off -Site Notwithstanding Section 3.16 a. where parking spaces are provided in a location other than on the same lot as the use requiring such spaces, they shall be located Municipality of Clarington/ Zoning By-law 84-63 Page 1 3-16 Section 3 b. Regulations The following regulations apply to dwelling units wherein a home occupation is permitted: i) There shall be no display, other than a sign erected in conformity with the By-laws of the Municipality; ii) Not more than twenty-five percent of the total floor area of the dwelling unit shall be used for the purposes of the home occupation use; iii) No additional parking shall be required; iv) There shall be no outside storage of goods or materials associated with a home occupational use; and v) Instructional services may accommodate a maximum of one student at a time. Deleted by By -low 2006-046 Added by By -Law 2006-046 3.12 Loading Space Regulations a. Every building or structure used for a purpose that requires the loading or unloading of goods or materials, including animals, shall provide and maintain loading spaces in accordance with the provisions of Section 3.12 c. b. Loading spaces shall be provided on the same lot as the building, structure or use requiring the loading space and shall be calculated in accordance with the regulations in Section 3.12 c. All loading spaces shall provide a vertical clearance of 5 metres. C. Loading Space Regulation Table Loading Space Regulation Table Legend Loading Space Requirements Length - 11 metres Width - 4 metres Length - 7.5 metres Width - 3 metres Residential and Health Care Apartment Building - 1 to 90 units 1 0 Apartment Building - 91 or more units 2 0 Hospital 4 0 Nursing Home; Retirement Home 1 1 0 Commercial and Gathering Places Assembly Hall; Bar; Business, Professional or Administrative Office; Convenience Store; Motor Vehicle Repair Garage; Place of Entertainment 0 1 Municipality of Clarington/ Zoning By-law 84-63 Page 1 3-12 Section 3 Other permitted uses up to 300 square metres gross 0 1 commercial floor area Other permitted uses with 301 square metres to 1,000 1 0 square metres gross commercial floor area Other permitted uses with 1,001 square metres to 7,000 2 0 square metres gross commercial floor area Other permitted uses with greater than 7,001 square 3 0 metres gross commercial floor area Industrial Permitted uses with up to 1,000 square metres gross 1 0 floor area Permitted uses 1,001 square metres to 3,000 square 2 0 metres gross floor area Permitted uses with 3,001 square metres to 7,000 square 3 0 metres gross floor area Permitted uses with greater than 7,001 square metres 3 spaces, plus 1 0 gross floor area space for every additional 10,000 square metres or portion thereof d. Access to loading spaces shall be provided by means of an aisle located on the same lot as the use requiring the loading spaces. The aisle shall be a minimum of 6 metres wide and shall lead to a driveway. e. Loading spaces shall not be provided in tandem and must be located abutting the building or structure for which they are required. f. Loading spaces shall be located in the interior side yard or rear yard. In Industrial Zones, loading spaces are also permitted in the front yard and exterior side yard provided the spaces are setback from the street line a minimum distance of 20 metres. g. When an addition to a building occurs, or the use of a building, structure, or lot changes, the provisions of Section 3.12 c. of this By-law shall apply to the additional floor area or changed use. Municipality of Clarington/ Zoning By-law 84-63 Page 1 3-13 Section 20 operation. The (H) Holding symbol shall be removed upon the execution of a Section 41(7) Site Plan Agreement securing conditions of approval in respect of servicing and access matters as well as any associated financial requirements. Added by By-law 2009-003, Deleted by By-law 2009-019, Added by By-law 2009-019 20.4.16 Special Purpose Commercial Exception (C5-16) Zone Notwithstanding Sections 3.13, 19.3 d. and f. and 20.1 those lands zoned C5-16 on the Schedules to this By-law may, in addition to the uses listed in Section 19.1 b. i) to xvii) and xix), be used subject to the following zone regulations: a. Residential Uses Prohibited b. Non -Residential Uses Offices C. Regulations for Non -Residential Uses i) Front Yard (minimum) 3 metres (maximum) 6 metres ii) Exterior Side Yard (minimum) 6 metres (maximum) 10 metres iii) One loading space of 7.5 metres x 3.0 metres will be provided for a building floor area not exceeding 1860 square metres. iv) No drive -through is permitted for an eating establishment. Municipality of Clarington/ Zoning By-law 84-63 Page 1 20-10