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230327 Regular Council Agenda
The Corporation of the Town of Tillsonburg Council Meeting AGENDA Monday, March 27, 2023 6:00 PM Council Chambers 200 Broadway, 2nd Floor 1.Call to Order 2.Closed Session 3.Moment of Silence 4.Adoption of Agenda Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT the Agenda as prepared for the Council meeting of March 27, 2023, be approved. 5. Disclosures of Pecuniary Interest and the General Nature Thereof 6.Adoption of Council Minutes of Previous Meeting Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT the Council meeting minutes dated March 13, 2023, be approved. 7.Presentations 8.Public Meetings 8.1 Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-11-7, SB 22-01-7 & ZN 7-22-05 – Victoria Wood (Tillsonburg-West) GP Inc. Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council approve in principle the zone change application (File No. ZN 7-22-05) submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, to rezone the lands ‘R2-sp’, ‘R3-sp’, ‘RM-sp’, ‘RH-sp’, OS1 & OS2, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application to amend the Official Plan (File No. OP 22-11-7), submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, to amend the location and extent of the High, Medium, and Low Density Residential Areas on the subject lands to facilitate a draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-01-7, submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, consisting of 32 blocks for low density residential development, 2 blocks for medium density residential development, one block for high density residential development, one park block, one open space block, served by 10 new local streets and extensions of Grandview Drive, Dereham Drive, and Esseltine Drive, subject to the conditions of draft approval as stated in staff report CP 2023-80 dated March 27, 2023. 8.2 Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-27-7, SB 22-03-7 & ZN 7-22-10 – Performance Communities Realty Inc. Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council approve in principle the zone change application (File No. ZN 7-22-10) submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, to rezone the lands ‘R1’, ‘R1A-sp’, ‘R2-sp’, ‘R3-sp’, ‘RM-sp’, OS1 & OS2, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application to amend the County Official Plan (File No. OP 22-27-7), submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, to re- Page 2 of 876 designate a portion of the subject lands from Low Density Residential to Medium Density Residential to facilitate a future medium density residential block within a proposed draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-03-7, submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, consisting of 80 lots for single detached dwellings, 16 lots for townhouse dwellings, one block for medium density residential development, 6 open space blocks, one stormwater block, served by 3 new local streets and the extension of Woodcock Drive, subject to the conditions of draft approval as stated in staff report CP 2023-81 dated March 27, 2023. 8.3 Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-19-7, SB 22-07-7 & ZN 7-22-15 – Lindprop Corp. Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council approve in principle the zone change application (File No. ZN 7-22-15) submitted by Lindprop Corporation Inc, for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham) in the Town of Tillsonburg, specifically the lands south of the watercourse crossing on Block 16, to rezone the lands ‘R3-sp’, ‘RM-sp’, & ‘OS2’, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application to amend the County Official Plan (File No. OP 22-19-7), submitted by Lindprop Corporation Inc., for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham) in the Town of Tillsonburg, specifically the lands south of the watercourse crossing on Block 16, to re-designate a portion of the subject lands from Open Space and Low Density Residential to Medium Density Residential to facilitate a future medium density residential block within a proposed draft plan of subdivision; AND THAT Council advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-07-7, submitted by Lindprop Corporation Inc, for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham), in the Town of Tillsonburg, consisting of 15 blocks for low density residential development (consisting of single detached dwellings, semi-detached dwellings or townhouse dwellings), 1 block for future medium density residential development, 4 open space blocks, served by 5 new local streets and the extension of Martin Street, Braun Avenue, and Mallard Avenue, subject to the conditions of draft approval as stated in staff report CP 2023-82 dated March 27, 2023. Page 3 of 876 9.Planning Reports 10.Delegations 10.1 Lauren Johnson Re: Diversity in Tillsonburg Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council receives the delegation from Lauren Johnson as information. 10.2 Tillsonburg Kinsmen Re: 2023 Kinsmen Easter Egg Hunt Cedric Tomico, Tillsonburg Kinsmen Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council receives the delegation from the Tillsonburg Kinsmen as information. 11.Deputation(s) on Committee Reports 12.Information Items 12.1 Kloepfer Letter to Council March 10 2023 Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council receives the letter to Council dated March 10 2023 as information. 13.Staff Reports 13.1 Chief Administrative Officer 13.2 Corporate Services 13.3 Economic Development 13.4 Finance 13.4.1 FIN 23-06 2022 Council Remuneration and Expenses Proposed Resolution # Moved By: ________________ Page 4 of 876 Seconded By: ________________ THAT Council receives report FIN 23-06, 2022 Council Remuneration & Expenses Report as information. 13.5 Fire and Emergency Services 13.5.1 FRS 23-02 TPON Agreement Execution Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT report FRS 23-02 titled TPON Agreement Execution be received; and THAT a by-law to authorize the Mayor and Clerk to execute the Transfer Payment Agreement for the Town of Tillsonburg Fire and Rescue Services Fire Communications PSAP NG9-1-1 Agreement be presented to Council for consideration; and THAT the Fire Chief be authorized to purchase NG9-1-1 related goods, services and enter into NG-911 agreements required to maximize eligible recapture of NG9-1-1 costs, including sole sourcing where necessary to ensure timely acquisition, and standardization with existing hardware, software and services; and THAT the Fire Chief be authorized to complete Schedule “E” Financial Report Next Generation Funding of the Transfer Payment Agreement on behalf of the Corporation in order to maximize the recovery of all eligible NG9-1-1 related costs. 13.6 Operations and Development 13.6.1 OPD 23-14 Lot Maintenance By-Law Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT a by-law to provide for the cleaning and clearing of land; clearing of refuse, dead and decayed trees, graffiti; storage of commercial motor vehicles and recreational vehicles, and yard sales be brought forward for Council’s consideration. 13.7 Recreation, Culture and Parks 13.7.1 RCP 23-16 Land Acknowledgement Page 5 of 876 Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Report RCP 23-16 Land Acknowledgement Update be received as information. 14.New Business 15.Consideration of Committee Minutes 15.1 Advisory Committee Minutes Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council receives the Parks, Beautification and Cemetery Advisory Committee minutes dated February 28, 2023, and the Recreation and Sports Advisory Committee minutes date March 2, 2023, as information. 15.2 Tillsonburg Police Services Board Minutes Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT Council receives the Police Services Board minutes dated January 18, 2023 as information. 16.Motions/Notice of Motions 17.Resolutions/Resolutions Resulting from Closed Session 18.By-Laws 18.1 A By-Law to amend By-Law 2020-091 being a by-law to adopt and maintain a policy with respect to the delegation of the Corporation of the Town of Tillsonburg’s powers and duties 18.2 A By-Law to amend By-Law 4019, being a by-law to regulate and control the granting of encroachments on highways and public land within the Town of Tillsonburg 18.3 A By-Law to authorize a Transfer Payment Agreement (Fire and Rescue Services Fire Communications PSAP) 18.4 A By-Law to provide for the cleaning and clearing of land; clearing of refuse, dead Page 6 of 876 and decayed trees, graffiti; storage of commercial motor vehicles and recreational vehicles, and yard sales Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT A By-Law to amend By-Law 2020-091 being a by-law to adopt and maintain a policy with respect to the delegation of the Corporation of the Town of Tillsonburg’s powers and duties; and A By-Law to amend By-Law 4019, being a by-law to regulate and control the granting of encroachments on highways and public land within the Town of Tillsonburg; and A By-Law to authorize a Transfer Payment Agreement (Fire and Rescue Services Fire Communications PSAP); and A By-Law to provide for the cleaning and clearing of land; clearing of refuse, dead and decayed trees, graffiti; storage of commercial motor vehicles and recreational vehicles, and yard sales, be read for a first, second, third and final reading and that the Mayor and the Clerk be and are hereby authorized to sign the same, and place the corporate seal thereunto. 19.Confirm Proceedings By-law Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT By-Law 2023-032, to Confirm the Proceedings of the Council Meeting held on March 27, 2023, be read for a first, second, third and final reading and that the Mayor and the Clerk be and are hereby authorized to sign the same, and place the corporate seal thereunto. 20.Items of Public Interest 21.Adjournment Proposed Resolution # Moved By: ________________ Seconded By: ________________ THAT the Council meeting of March 27, 2023 be adjourned at ___ p.m. Page 7 of 876 1 The Corporation of the Town of Tillsonburg Council Meeting MINUTES Monday, March 13, 2023 6:00 PM Council Chambers 200 Broadway, 2nd Floor ATTENDANCE: Deputy Mayor Beres Councillor Luciani Councillor Parker Councillor Rosehart Councillor Spencer Councillor Parsons Regrets: Mayor Gilvesy Staff: Kyle Pratt, Chief Administrative Officer Tanya Daniels, Director of Corporate Services/Clerk Julie Columbus, Director of Recreations, Culture & Parks Cephas Panschow, Development Commissioner Amelia Jaggard, Deputy Clerk Regrets: Johnathon Graham, Director of Operations & Development _____________________________________________________________________ 1. Call to Order The meeting was called to order at 6:00 p.m. 2. Closed Session 3. Moment of Silence 4. Adoption of Agenda Page 8 of 876 2 Resolution # 2023-099 Moved By: Councillor Rosehart Seconded By: Councillor Spencer THAT the Agenda as prepared for the Council meeting of March 13, 2023, be approved. Carried 5. Disclosures of Pecuniary Interest and the General Nature Thereof No disclosures of pecuniary interest were declared. 6. Adoption of Council Minutes of Previous Meeting Resolution # 2023-100 Moved By: Councillor Parker Seconded By: Councillor Spencer THAT the Council meeting minutes dated February 27, 2023, be approved. Carried 7. Presentations 8. Public Meetings 9. Planning Reports 10. Delegations 10.1 Baldwin Place Residents Association Re: Lands West of Baldwin Place Mike Wild, President, Baldwin Place Residents Association, appeared before Council to present on behalf of the Association concerns regarding the proposed development on lands west of Baldwin Place. Resolution # 2023-101 Moved By: Councillor Luciani Seconded By: Councillor Parker THAT Council receives the delegation from Baldwin Place Residents Association, as information Page 9 of 876 3 Carried 11. Deputation(s) on Committee Reports 11.1 CS 23-06 Accessibility Advisory Committee Recommendation Resolution # 2023-102 Moved By: Councillor Spencer Seconded By: Councillor Parsons THAT report CS 23-06 Accessibility Advisory Committee Recommendation be received as information. Carried 12. Information Items 13. Staff Reports 13.1 Chief Administrative Officer 13.2 Corporate Services 13.2.1 CS 23-04 Permanent Patio Program Resolution # 2023-103 Moved By: Councillor Parker Seconded By: Councillor Luciani THAT report CS-23-04 be received; and THAT a by-law to amend by-law 4019, being a by-law to regulate and control the granting of encroachments on Highways and Public Lands within the Town of Tillsonburg be presented to Council for consideration to implement a Seasonal Patio Program with the following parameters: a. Fee of $30.00 + HST as per current Fees and Charges Encroachment Permit; b. Standards and Requirements of AODA compliance, design standards that are stamped and sealed by a Professional Engineer and encroachment program adherence; Page 10 of 876 4 c. Approvals from the Town’s Engineering Department including reviews from Building, By-Law, Fire and Rescue Service, Public Works and Engineering department; and Public Health; and d. Valid Certificate of Insurance AND THAT a by-law to amend the Delegated Authority By-law 2020-091 be presented to Council for consideration to allow the Clerk, or designate, to respond to AGCO Municipal Approval requirements ensuring support from the Town’s Fire and Rescue Service, Health, Planning and Building have been received. Carried 13.2.2 CS 23-05 Accessibility Status Update 2022 Resolution # 2023-104 Moved By: Councillor Rosehart Seconded By: Councillor Spencer THAT Council receives the accessibility status update 2022, as information. Carried 13.2.3 CS 23-07 Agreement Authority for Execution Resolution # 2023-105 Moved By: Councillor Spencer Seconded By: Councillor Luciani THAT report CS 23-07 titled Agreement Authority for Execution be received; and THAT a by-law to authorize the Clerk and Mayor to execute the Transfer Payment Agreement for Safe Restart Agreement Phase 4 Funding for the Municipal Transit (SRA PHASE 4) be brought forward for Council's consideration. Carried 13.3 Economic Development Page 11 of 876 5 13.3.1 EDM 23-03 Establishment of the Reporting Process for the Bridge Street Re-Imagining Task Force Moved By: Councillor Luciani Seconded By: Councillor Parsons THAT Report EDM 2023-03 Establishment of the Reporting Process for the Bridge Street Re-Imagining Task Force be received; AND THAT the Development Commissioner be directed to bring forward regular reports with updates on the status of the task force’s initiatives to Council. Resolution # 2023-106 Moved By: Councillor Rosehart Seconded By: Councillor Parker THAT Council table the main motion. Carried 13.4 Finance 13.5 Fire and Emergency Services 13.6 Operations and Development 13.6.1 OPD 23-13 Traffic By-Law Housekeeping Amendments - Follow-Up Resolution # 2023-107 Moved By: Councillor Parker Seconded By: Councillor Rosehart THAT a by-law to amend By-Law 2022-029, being a by-law to regulate traffic and the parking of motor vehicles in the Town of Tillsonburg, be brought forward for Council’s consideration. Carried 13.7 Recreation, Culture and Parks 13.7.1 RCP 23-10 Cemetery By-Law Page 12 of 876 6 Resolution # 2023-108 Moved By: Councillor Luciani Seconded By: Councillor Spencer THAT report RCP 23-10 Cemetery By-Law Amendment be received as information; AND THAT a by-law to amend By-Law 2021-058, being a by-law to govern the operations of the Tillsonburg Cemetery, be brought forward for Council’s consideration. Carried 13.7.2 RCP 23-14 Pickleball Facility Request Feb. 2023 Staff indicated the intention is to transition to a Town run program in fall 2023. Resolution # 2023-109 Moved By: Councillor Spencer Seconded By: Councillor Parsons THAT Council receives Staff Report RCP 23-14 Pickleball Request to waive rental fee as information; AND THAT Council approves the request from the Stonebridge Community Services to waive the facility rental fee associated with the Lion’s Auditorium to deliver indoor pickleball for a 6 week period from March 16th to April 27th on Thursday from 1:00pm to 3:00pm and Tuesday from 9:30am to 11:30am. Carried 13.7.3 RCP 23-15 Horticultural Society Memorandum of Understanding Resolution # 2023-110 Moved By: Councillor Parker Seconded By: Councillor Luciani THAT Report RCP 23-15 Horticultural Society 2023 – 2025 Memorandum of Understanding be received as information; Page 13 of 876 7 AND THAT Council approve the proposed Memorandum of Understanding (MOU) attached to this report; AND THAT the Town calculated Consumer Price Index (CPI) be used for the grant contribution in 2024 and 2025; AND THAT the Mayor and Director of Corporate Services/Clerk be authorized to sign the Agreement on behalf of the Corporation. Carried 14. New Business 15. Consideration of Committee Minutes 15.1 Committee Minutes Resolution # 2023-111 Moved By: Councillor Spencer Seconded By: Councillor Parsons THAT Council receives the Affordable and Attainable Housing Advisory Committee minutes dated February 22, 2023 and the Economic Development Advisory Committee minutes dated February 14, 2023, as information. Carried 15.2 Long Point Region Conservation Authority Board of Directors Minutes Resolution # 2023-112 Moved By: Councillor Rosehart Seconded By: Councillor Spencer THAT Council receives the Long Point Region Conservation Authority Board of Directors minutes dated February 1, 2023, as information. Carried 16. Motions/Notice of Motions Moved By: Councillor Spencer Seconded By: Councillor Luciani Page 14 of 876 8 THAT Council supports Bill 5: The Stopping Harassment and Abuse by Local Leaders Act. Resolution # 2023-113 Moved By: Councillor Spencer Seconded By: Councillor Luciani THAT Item 16.1, Bill 5 Support, be referred to staff in order to provide a report to Council upon the passing of The Stopping Harassment and Abuse by Local Leaders Act - Bill 5. Carried Resolution # 2023-114 Moved By: Councillor Parsons Seconded By: Councillor Parker The Government of Canada and some Municipalities have discontinued permitting the use of the TikTok app from Government issued hand held devices, therefore for cyber safety, employees of the Town of Tillsonburg shall delete and discontinue using the TikTop app from Town issued hand held devices. Carried 17. Resolutions/Resolutions Resulting from Closed Session 18. 13.3.1 EDM 23-03 Establishment of the Reporting Process for the Bridge Street Re-Imagining Task Force Resolution # 2023-115 Moved By: Councillor Parker Seconded By: Councillor Rosehart THAT the following motion be taken from the table: THAT Report EDM 2023-03 Establishment of the Reporting Process for the Bridge Street Re-Imagining Task Force be received; AND THAT the Development Commissioner be directed to bring forward regular reports with updates on the status of the task force’s initiatives to Council. Carried Page 15 of 876 9 Resolution # 2023-116 Moved By: Councillor Luciani Seconded By: Councillor Parsons THAT Report EDM 2023-03 Establishment of the Reporting Process for the Bridge Street Re-Imagining Task Force be received; AND THAT the Development Commissioner be directed to bring forward regular reports with updates on the status of the task force’s initiatives to Council. Carried 19. By-Laws 19.1 By-Law 2023-029, to authorize a Transfer Payment Agreement for Safe Restart Agreement Phase 4 Funding for Municipal Transit (SRA Phase 4) 19.2 By-Law 2023-030, to amend By-Law 2022-029 (Traffic By-Law) 19.3 By-Law 2023-031, to amend By-Law 2021-058 being a by-law to govern the operations of the Tillsonburg Cemetery under the jurisdiction of the Town of Tillsonburg Resolution # 2023-117 Moved By: Councillor Luciani Seconded By: Councillor Parsons THAT By-Law 2023-029, to authorize a Transfer Payment Agreement for Safe Restart Agreement Phase 4 Funding for Municipal Transit (SRA Phase 4); and By-Law 2023-030, to amend By-Law 2022-029 (Traffic By-Law); and By-Law 2023-031, to amend By-Law 2021-058 being a by-law to govern the operations of the Tillsonburg Cemetery under the jurisdiction of the Town of Tillsonburg, be read for a first, second, third and final reading and that the Mayor and the Clerk be and are hereby authorized to sign the same, and place the corporate seal thereunto. Carried 20. Confirm Proceedings By-law Page 16 of 876 10 Resolution # 2023-118 Moved By: Councillor Parker Seconded By: Councillor Rosehart THAT By-Law 2023-028, to Confirm the Proceedings of the Council Meeting held on March 13, 2023, be read for a first, second, third and final reading and that the Mayor and the Clerk be and are hereby authorized to sign the same, and place the corporate seal thereunto. Carried 21. Items of Public Interest 22. Adjournment Resolution # 2023-119 Moved By: Councillor Rosehart Seconded By: Councillor Spencer THAT the Council meeting of March 13, 2023 be adjourned at 6:49 p.m. Carried Page 17 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 To: Mayor and Members of Tillsonburg Council From: Eric Gilbert, Senior Planner, Community Planning Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-11-7, SB 22-01-7 & ZN 7-22-05 – Victoria Wood (Tillsonburg-West) GP Inc. REPORT HIGHLIGHTS The purpose of the Official Plan amendment, Draft Plan of Subdivision and zone change applications is to facilitate the creation of 38 blocks for future residential development, consisting of single detached dwellings, semi-detached dwellings, townhouse and apartment dwellings, in a new residential plan of subdivision. The proposed Official Plan Amendment will revise the boundaries of the present High and Medium Density Residential designations, and provide an additional medium density residential block. The proposal is consistent with the relevant policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan, and can be supported from a planning perspective. DISCUSSION Background OWNER: Victoria Wood (Tillsonburg-West) GP Inc. 145 Adelaide Street West, Suite 500, Toronto ON M5H 4E5 AGENT: Andrea Sinclair, MCIP RPP, MHBC Planning 540 Bingemans Centre Drive, Suite 200, Kitchener ON N2B 3X9 LOCATION: The subject lands are described as Part of Lots 8 & 9, Concession 11, and Part of Lot 8, Concession 12, in the Town of Tillsonburg. The lands are located on the south side of Concession Street West, west of Quarter Town Line. The lands do not currently have a civic address. Page 18 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 2 of 22 COUNTY OF OXFORD OFFICIAL PLAN: Existing: Schedule ‘T-1’ Town of Tillsonburg Residential Land Use Plan Open Space Schedule ‘T-2’ Town of Tillsonburg Low Density Residential Residential Density Plan Medium Density Residential High Density Residential Proposed: Schedule ‘T-1’ Town of Tillsonburg Residential Land Use Plan Open Space Schedule ‘T-2’ Town of Tillsonburg Low Density Residential Residential Density Plan Medium Density Residential High Density Residential Schedule ‘T-3’ Town of Tillsonburg Neighbourhood Park Leisure Resources and School Facilities Plan Schedule ‘T-4’ Town of Tillsonburg Collector Road (Dereham Dr) Transportation Network Plan TOWN OF TILLSONBURG ZONING BY-LAW 3295 Existing Zoning: Future Development Zone (FD) Proposed Zoning: Special Low Density Residential Type 2 Zone (R2-sp) Special Low Density Residential Type 3 Zone (R3-sp) Special Medium Density Residential Zone (RM-sp) Special High Density Residential Zone (RH-sp) Passive Use Open Space Zone (OS1) Active Use Open Space Zone (OS2) PROPOSAL: The proposed Official Plan Amendment (OPA) would amend the present extent and location of the existing High and Medium Density Residential designations as shown on Schedule “T-2,” Town of Tillsonburg Residential Density Plan. The OPA would also identify the proposed neighbourhood park within the plan of subdivision on Schedule “T-3”, Town of Tillsonburg Leisure Resources and School Facilities Plan. The application for Draft Plan of Subdivision will facilitate the creation of 26 blocks for single- detached dwellings, 3 blocks for a mix of single detached dwellings and townhouse dwellings, 2 blocks for street fronting townhouse dwellings, 2 blocks for medium density development, and 1 block for high density development, one park block, 2 blocks for stormwater management, one open space block, and three walkway blocks, served by nine new local streets and extensions of Esseltine Drive, Dereham Drive, and Grandview Drive. Although the residential blocks have not Page 19 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 3 of 22 been divided, the range of residential units that could be accommodated in the plan is estimated to be 699-1113. The Zone Change application proposes to rezone the lands from ‘Future Development Zone (FD) to ‘Special Low Density Residential Type 2 Zone (R2-sp)’, ‘Special Low Density Residential Type 3 Zone (R3-sp)’, ‘Special Medium Density Residential Zone (RM-sp)’, ‘Special High Density Residential Zone (RH-sp)’, ‘Passive Use Open Space Zone (OS1)’, and ‘Active Use Open Space Zone (OS2)’ to facilitate the above noted Draft Plan of Subdivision. Site specific zoning provisions and additional permitted uses for the High and Medium Density blocks have been requested, and further details are included in the ‘Zoning’ section of this report. In support of the applications, a functional servicing report, planning justification report, Archeological Assessment Report, Environmental Impact Study, Transportation Impact Study, and Geotechnical and Slope Stability Report were submitted. The subject lands comprise approximately 47.7 ha (110 ac), with approximately 6.2 ha (15.3 ac) of the subject lands located in the Township of South-West Oxford, outside of the Town’s corporate boundary. The submitted planning applications are only applicable to the portion of the lands within the Town of Tillsonburg. No buildings or structures are present on the property and the subject lands have been used for agricultural purposes. Surrounding uses include residential uses fronting on the west side of Quarter Town Line, including Baldwin Place residential development, and Westfield Public School present on the extension of Dereham Drive. Lands to the north and east are predominantly low density residential, with open space, ravine lands, and a storm water management pond to the south. Lands to the west in the Township of South-West Oxford are used for agricultural purposes. Plate 1, Location Map with Existing Zoning, indicates the location of the subject site and the existing zoning in the immediate vicinity. Plate 2, 2020 Aerial Map, provides an aerial view of the subject property and surrounding area. Plate 3, Existing Official Plan Designations, provides the layout of the proposed draft plan of subdivision. Plate 4 Proposed Draft Plan, provides the layout of the proposed draft plan of subdivision. Application Review 2020 PROVINCIAL POLICY STATEMENT Section 1.1.1 of the Provincial Policy Statement (PPS) directs that healthy, liveable and safe communities are sustained by promoting efficient development and land use patterns which sustain the financial well-being of the Province and municipalities over the long term, accommodating an appropriate affordable and market-based range and mix of residential types (including single detached, additional residential units, multi-unit housing, affordable housing and housing for older persons), employment, institutional, recreation, park and open space, and other uses to meet long-term needs. Section 1.1.2 of the PPS directs that sufficient land shall be made available to accommodate an appropriate range and mix of land uses to meet projected needs for a time horizon of up to 25 years, informed by provincial guidelines. Page 20 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 4 of 22 Section 1.4.1 sets out policies which are intended to provide for an appropriate range and mix of housing options and densities required to meet projected requirements of current and future residents of the regional market area. To accommodate this, planning authorities shall maintain at all times the ability to accommodate residential growth for a minimum of 15 years through residential intensification and redevelopment and if necessary, lands which are designated and available for residential development. Section 1.7.1 directs that long-term economic prosperity should be supported by, among other measures, encouraging residential uses to respond to dynamic market-based needs and providing necessary housing supply and range of housing options for a diverse workforce, optimizing the long-term availability and use of land, resources, infrastructure and public service facilities. The PPS also contains policies which direct that natural features and areas shall be protected for the long term. Section 2.1.2 directs that diversity and connectivity of natural features in an area and the long-term ecological function and biodiversity of natural heritage systems should be maintained, restored or, where possible, improved, recognizing linkages between and among natural heritage features and areas, surface water features and ground water features. Section 2.1.5 directs that development and site alteration shall not be permitted in significant woodlands and significant wildlife habitat. OFFICIAL PLAN The subject lands are predominantly designated ‘Low Density Residential’. The northwest portion of the site is designated ‘Medium Density Residential’ and ‘High Density Residential’, according to the Town of Tillsonburg Land Use Plan and Residential Density Plan. These designations have existed since the adoption of the 1978 Oxford County Official Plan. Low Density Residential Areas are those lands that are primarily developed or planned for a variety of low rise, low density housing forms including single detached dwellings, semi-detached, duplex or converted dwellings, quadraplexes, townhouses and low density cluster development. In these areas, it is intended that there will be a mixing and integration of different forms of housing to achieve a low overall density of use. It is not intended that the full range of housing will be permitted in every individual neighbourhood or development. The maximum net residential density in the Low Density Residential Designation is 30 units/ha (12 units/ac) and the minimum net residential density is 15 units/ha (6 units/ac). The proposed development of the low density residential area has a net residential density of 29.9 units/ha (12 units/ac). Town and County Council will be satisfied that the following criteria has been addressed: The location of vehicular access points, the likely impact of traffic generated by the proposal on Town streets and potential traffic impacts on pedestrian and vehicular safety and surrounding properties is acceptable; Existing municipal services and public facilities will be adequate to accommodate the proposed infill project; Stormwater run-off from the proposal will be adequately controlled and will not negatively affect adjacent properties; Adequate off-street parking and outdoor amenity areas will be provided; The extent to which the proposed development provides for the retention of any desirable vegetation or natural features that contribute to the visual character of the surrounding area; Page 21 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 5 of 22 The effect of the proposed development on environmental resources and the effects of environmental constraints on the proposed development will be addressed and mitigated in accordance with Section 3.2; Consideration of the potential effect of the development on natural and heritage resources and their settings; Compliance of the proposed development with the provisions of the Zoning By-Law and other municipal by-laws. Medium Density Residential areas are those lands that are primarily developed or planned for low profile multiple unit development that exceed densities established in Low Density Residential Districts. Residential uses within Medium Density Residential areas include townhouses, cluster houses, converted dwellings, and apartment buildings. The maximum net residential density in the Medium Density Residential area is 62 units per hectares (25 units per acre) and no building shall exceed four stories in height at street elevation. Within areas of new Medium Density Residential development, the minimum net residential density shall be 31 units per hectare (13 units per acre). In addition to areas predominantly composed of existing or planned Medium Density Residential development as identified on Schedule T-2, any further designations will be consistent with the following location criteria: Sites which abut arterial or collector roads or which are situated such that movements from the site do not flow through any adjoining Low Density Residential area; Sites which are close to shopping, recreation, cultural and community facilities; Sites which are adjacent to commercial areas, Community Facilities or High or Medium Density Residential Areas. Any lands proposed for Medium Density Residential development not identified on Schedule “T- 2” will require an amendment to the Official Plan. In addition to the location policies identified, when considering proposals to designate lands for Medium Density Residential development, Town Council and County Council will be guided by the following site specific criteria: the size, configuration and topography of the site is such that there is sufficient flexibility in site design to mitigate adverse effects on the amenities and character of any adjacent Low Density Residential area through adequate buffering and screening; the location of vehicular access points and the likely effects of traffic generated by the proposal on Town streets has been assessed and is acceptable; adequate hard service capacity including water distribution, sanitary and storm sewers, power and gas distribution facilities is or will be available to accommodate the proposed development; off-street parking and outdoor amenity areas can be provided; the effect of the proposed development on environmental resources or the effect of environmental constraints on the proposed development will be addresses and mitigated as outlined in Section 3.2. High Density residential areas are those lands primarily developed or planned for a limited range of intensive large-scale, multiple unit forms of residential development as shown on Schedule T- 2. This designation shall be applied in a localized and site-specific manner in locations where high density high-rise development can: result in the preservation of features of the natural environment which may otherwise be compromised with more dispersed low rise development, or Page 22 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 6 of 22 result in the efficient use of land which may be difficult to develop at a lower residential density due to the presence of environmental constraints and the costs of mitigating such constraints, or constitute community landmarks or reference points, or support the viability and functionality of the Central Area. The height and density limitations applicable to the various forms of development allowed in the High Density Residential area shall be determined on the basis of the nature, character and scale of adjacent land uses. Height and density limitations will be specified in the Zoning By-law and may vary from location to location. Unless there are specific site or area characteristics which favour higher limits, net residential densities will normally not exceed 111 units per hectare (45 units per acre). Under no circumstances will development within a High Density Residential area be less than 63 units per hectare (26 units per acre) net residential density without amendment to this Plan. Town Council will support the provision of services and amenities that enhance the quality of the residential environment within lands designated as Residential Area on Schedule T-1 by permitting neighbourhood serving uses to be established. Neighbourhood serving uses include land uses such as schools, churches, libraries, parks, community centres, day care facilities, convenience shopping facilities and community support services which primarily serve a local residential neighbourhood by providing everyday goods and services or fulfilling cultural and social needs. In addition to the specific policies as outlined in Sections 8.3, 8.5 and 8.6, the following factors will be used to evaluate the acceptability of development proposals for neighbourhood serving uses: demonstration that such uses will contribute in a positive way to providing a sense of community by facilitating interaction among residents, by increasing the personal security of residents and by supplying everyday needs; such uses will generally be clustered in association with other community-oriented land uses, such as open spaces, pedestrian linkages, or leisure facilities in order to provide a focal point for the area or will be located such that they serve as intervening land uses between residential and non-residential development; the presence or provision of pathways or sidewalks which facilitate pedestrian access to these uses; those uses with the potential to generate significant amounts of traffic and parking, originating from points external to the affected residential area, are located on either major collector or arterial roadways to minimize the disturbance that is created on local streets; demonstration that screening, buffering, physical separation or other design measures can be utilized to reduce any adverse effects generated by the use on adjacent residential uses. Such effects may include noise, lighting, fumes, parking and outdoor storage; it can be demonstrated that such uses complement adjacent residential uses, provide a needed service to the area, and are better located in the Residential Area designation than in other areas as designated in the Plan. Commercial uses serving the Residential Area, such as variety stores and other convenience- type facilities shall be limited to a maximum total floor area of 372 square metres (4,000 square feet) gross leasable commercial floor area. The subject lands contain significant woodlands and valleylands, and the site is in proximity to fish habitat. Section 3.2 of the Official Plan requires where site alteration is occurring within or 50 Page 23 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 7 of 22 m adjacent to Significant Valleylands or Significant Woodlands, that an Environmental Impact Study be prepared. New permitted uses, or expansions/enlargements to existing uses, buildings, or structures within or adjacent to a Natural Heritage designation that requires a Planning Act approval may be permitted if it can be demonstrated through an Environmental Impact Study (EIS), prepared to the satisfaction of the Municipality in accordance with the policies contained in Section 3.2 this Plan, that there will be no negative impacts to the natural heritage features and/or their ecological functions. The policies of Section 10.3.3 (Plans of Subdivision and Condominium) provide that County and Town Council will evaluate applications for a plan of subdivision on the basis of the requirements of the Planning Act, as well as criteria including, but not limited to, the following: Conformity with the Official Plan; The availability of community services such as roads, water, storm and sanitary sewers, waste disposal, recyclable collection, public utilities, fire and police protection, parks, schools and other community facilities; The accommodation of Environmental Resources and the mitigation of environmental and human-made constraints; The reduction of any negative effects on surrounding land uses, transportation networks or significant natural features; The design of the plan can be integrated into adjacent developments, and; The design of the plan is to be compatible with the natural features and topography of the site, and proposals for extensive cut and fill will be discouraged. As a condition of draft plan approval, County Council will require an applicant to satisfy conditions prior to final approval and registration of the plan. The applicant will be required to meet the conditions of the draft approval within the specified time period, failing which, draft plan approval may lapse. Additionally, to provide for the fulfillment of these conditions, and for the installation of services according to municipal standards, Council shall require the applicant to enter into a subdivision agreement with the area municipality and, where necessary, the County, prior to final approval of the plan. Section 8.6.2.3 of the Official Plan provides that Town Council will acquire lands for use as parkland or leisure through conditions of draft approval of plan of subdivision. Land conveyed to the Town as part of the required parkland dedication will be expected to meet minimum standards for drainage, grading, landscaping, fencing and shape in accordance with the intended function and will be located in appropriate locations. ZONING BY-LAW The subject lands are currently zoned ‘Future Development Zone (FD)’ in the Town Zoning By- Law. The Zone Change application proposes to rezone the lands to ‘Special Low Density Residential Type 2 Zone (R2-sp)’, ‘Special Low Density Residential Type 3 Zone (R3-sp)’, ‘Special Medium Density Residential Zone (RM-sp)’, ‘Special High Density residential Zone (RH- sp)’, ‘Passive Use Open Space Zone (OS1)’, and ‘Active Use Open Space Zone (OS2)’ to facilitate the above noted Draft Plan of Subdivision. The proposed zoning provisions are detailed in the table below: Page 24 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 8 of 22 Proposed Zone Block Site Specific Regulations Special High Density Residential Zone (RH- sp) 35 Add limited non-residential uses to allow for mixed-use development - day care, health office, personal services, convenience store, drug store, coffee shop Include provisions that all non-residential uses are subject to applicable parking requirements for commercial uses Add multiple unit dwelling to allow for stacked townhouse form of development Reduce the minimum setback from the centreline of an arterial road (Concession St W) from 18.5 m to 16 m; Provide relief of the Children’s Outdoor Play area, by allowing outdoor amenity areas to be recognized as Children’s Outdoor Play Area; Provide that the minimum distance between apartment dwellings on one lot be 12.5 m and 6 m where neither wall contains a window to a habitable room Special Medium Density Residential Zone (RM- sp) 33 & 34 Add limited non-residential uses to allow for mixed-use development - day care, health office, personal services, convenience store, drug store, coffee shop; Provide that the minimum distance between apartment dwellings on one lot be 12.5 m and 6 m where neither wall contains a window to a habitable room; Provide that the minimum distance between multiple unit dwellings on one lot be 4.5 m and 3.6 m where neither wall contains a window to a habitable room; Include provisions that all non-residential uses are subject to applicable parking requirements for commercial uses; That the maximum number of dwelling units per multiple unit dwelling not apply to any stacked townhouses or back-to-back townhouses; That Street-fronting townhouses comply with the provisions of the R3 Zone; That the minimum lot area per dwelling unit for multiple unit and apartment dwelling units be reduced from 160 m2 per dwelling unit to 115 m2; Reduce the minimum front yard for multiple unit dwellings and apartment dwellings from 7.5 m to 4.5 m to the main building and 6 m to any garages; Reduce the exterior side yard width for multiple unit dwellings and apartments from 7.5 m to 4.5 m to the main building and 6 m to any garages; Reduce the minimum rear yard depth for multiple unit and apartment dwellings that are less than 11 m in height from 10.5 m to 7.5 m; Reduce the minimum interior side yard width for multiple unit and apartment dwellings that are less than 11 m in height from 4.5 m and 3 m to 1.2 m; Reduce the minimum setback from the centreline of an arterial road (Concession St W) from 18.5 m to 16 m Page 25 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 9 of 22 Proposed Zone Block Site Specific Regulations Special Low Density Residential Type 3 Zone (R3- sp) 16-17, 28-31 & 35 For Blocks 16-17 and 35, permitted uses shall also include single-detached dwellings in accordance with site specific regulations requested in the R2 zone; Reduce the minimum lot area from 240 m2 to 180 m2 for an interior unit; Reduce the minimum lot area from 330 m2 to 216 m2 for an end unit; Reduce the minimum lot area for an end unit on a corner lot from 420 m2 to 315 m2; Reduce the minimum lot frontage for an interior unit from 8 m to 6 m; Reduce the minimum lot frontage for an end unit from 11 m to 7.2 m; Reduce the minimum lot frontage for an end unit on a corner lot from 13 m to 10.5 m; Reduce the minimum front yard depth from 6 m to 4.5 m for the main building, with at least 6 m to an attached garage or driveway (no reduction in available parking); Reduce the minimum exterior side yard width from 6 m to 4.5 m, save for an attached garage or driveway, which shall be 6 m; Reduce the minimum interior side yard width for end units from 3 m to 1.2 m; Increase the maximum permitted lot coverage from 40% to 55%. Special Low Density Residential Type 2 Zone (R2- sp) 1-15, 18-27 For Blocks 20 & 21 (Abutting existing development), a minimum lot frontage of 12.1 m shall be required; Reduce the minimum lot area for a corner lot from 450 m2 to 360 m2; Reduce the minimum lot frontage for a corner lot from 15 m to 12 m; Reduce the minimum front yard depth from 6 m to 4.5 m for the main building, with at least 6 m to an attached garage or driveway (no reduction in available parking) It is recommended that Holding Provisions be utilized (as has been standard practice in the Town for draft plans of subdivision) to ensure that all appropriate development agreements are in place prior to the issuance of any building permits. AGENCY COMMENTS The Town of Tillsonburg Engineering Services Department provided the following comments: A 3-way stop condition is needed at Weston Drive; A 4-way stop condition is needed at the intersection of Dereham Drive and Street ‘B/F’; If approved, please include the following as conditions of draft plan approval: a. The Owner agrees to satisfy all requirements, financial and otherwise, of the Town regarding the construction of roads, installation of services, including water, sewer, electrical distribution systems, street lights, sidewalks, and drainage facilities and Page 26 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 10 of 22 other matters pertaining to the development of the subdivision in accordance with Town standards. b. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans and reports. c. Such easements as may be required for utility or drainage purposes outside of the public right-of-way shall be granted to the appropriate authority. The Town of Tillsonburg Parks Department provided the following comments: A 3 m walking path/block is requested to be incorporated from Street ‘F’ to Street ‘G’ through Blocks 14 & 15, 18 & 19 in a location satisfactory to the Town; The owner shall provide an overall Landscaping Plan depicting One (1) tree per lot, in accordance with Tillsonburg’s Design Guidelines. Tree Species to satisfaction of the Town. The Oxford County Public Works Department provided the following comments: Final watermain sizing of the proposed water distribution system within the development will be determined during detailed design; The Owner shall be aware that the proposed Phases 6, 7 & 8 will not advance unless an adequate watermain loop is installed to ensure security of supply. The water supplying these phases may not enter solely from Weston Drive. A CAD file of the water main layout for the entire development showing the water main location, hydrants, valves, street and lot fabrics will be required so that it can be integrated into our modelling to ensure County model is up to date. The following draft plan conditions should be included: The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Transportation Impact Study prepared by Paradigm Transportation Solutions Limited, April 2022. This will be completed to the satisfaction of the Town of Tillsonburg and the County. The Owner shall agree to prepare and submit for the approval of Oxford County Public Works detailed, signed and stamped servicing plans designed in accordance with Oxford County Design Guidelines. The subdivision agreement shall make provision for the assumption and operation by the County of Oxford of the water and sewage system within the road ROW subject to the approval of the County of Oxford Department of Public Works. Prior to the final approval of the subdivision plan, the Owner shall receive confirmation from the County of Oxford Department of Public Works that there is sufficient capacity in the Tillsonburg water and sanitary sewer systems to service the plan of subdivision. Confirmation shall be given in accordance with the “Protocol for Allocation of Water and Sewage Capacity for Development”. Page 27 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 11 of 22 The Owner agrees to provide such easements as may be required for utility or drainage purposes outside of the proposed public right-of-ways which shall be granted to the appropriate authority. The Owner agrees in writing to satisfy all the requirements, financial and otherwise, including payment of applicable development charges, of the County of Oxford regarding the installation of the water distribution system, the installation of the sanitary sewer system, and other matters pertaining to the development of the subdivision. Long Point Region Conservation Authority provided the following comments: Conservation Authorities have been delegated responsibilities from the Minister of Natural Resources and Forestry to represent the provincial interests regarding natural hazards encompassed by Section 3.1 of the Provincial Policy Statement, 2020 (PPS). The overall inte nt of Section 3.0 - Protecting Public Health and Safety of the PPS is to reduce the potential public cost or risk to Ontario’s residents from natural or human-made hazards. As such, “development shall be directed away from areas of natural or human-made hazards where there is an unacceptable risk to public health or safety or of property damage, and not create new or aggravate existing hazards.” The application is subject to the following subsections of section 3.1 of the Provincial Policy Statement: 3.1.1 Development shall generally be directed, in accordance with guidance developed by the Province (as amended from time to time), to areas outside of: b) hazardous lands adjacent to river, stream and small inland lake systems which are impacted by flooding hazards and/or erosion hazards. LPRCA has no objection to the overall concept of this application. Staff can advise that the proposed zoning should be consistent with the development setbacks along the “ravine fingers”. Ontario Regulation 178/06 For the applicant’s information, a portion of the subject property is regulated under Ontario Regulation 178/06. The Regulated Area extends to 15 m back from the stable slope setback (9 m back from the development setback) as proposed in the slope stability assessment. Permission from LPRCA will be required prior to development within the Regulated Area. Development is defined as: the construction, reconstruction, erection or placing of a building or structure of any kind, any change to a building or structure that would have the effect of altering the use or potential use of the building or structure, increasing the size of the building or structure or increasing the number of dwelling units in the building or structure, site grading, or the temporary or permanent placing, dumping or removal of any material, originating on the site or elsewhere (Conservation Authorities Act, R.S.O. 1990, c. 27, s. 28 (25)). LPRCA staff have reviewed the submitted a Functional Servicing Report, the Slope Stability Assessment, the Geotechnical Report and the Environmental Impact Study and can provide the following comments: Page 28 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 12 of 22 LPRCA recommends that all development occur outside the development setback shown on the site plan in the slope stability assessment. However, if the grading in the “ravine fingers” continues to be proposed, the limit of grading must be at the proposed lim it of development shown on the site plan. That is, no grading or fill slope is to be proposed beyond the proposed limit of development. The grading plan to be submitted at the next stage must show this. There is not sufficient information on the site plan to indicate whether the proposed residential lot depths and amenity area are sufficient to achieve the EXP mitigation recommendations along the ravine. The slope stability assessment does not address the potential impact of the storm water management facility in the south adjacent to the ravine or the discharge of stormwater to the ravine in this area. It is expected that a supplemental report should; a) assess the impact of the additional water on slope stability and recommend setback requirements for the wet pond, b) recommend how the pond discharge will be conveyed to the ravine and the mitigation measures required to avoid soil erosion and maintenance. The post-development outflow volume must be reduced, preferably to the pre- development outflow volume, to avoid further erosion in the ravine. While it is understood that the Rational Method is used in the storm sewer design, a hydrologic model that can simulate and deal with the pre- and post-development flow volumes and discharge is expected in the storm water management report. For development of this scale, a design needs to be provided showing the major flow system. The major flow system should be provided by easement to a legal outlet, not across private property. A design for the overflow of the SWM system needs to be provided, considering the topography and location. Based on the borehole observations and staff’s knowledge of the area, the land adjacent to the ravine is supporting groundwater recharge (especially in the sandy loam soils) and providing groundwater discharge to the watercourse and small wetland features. Therefore, it’s important to incorporate LID designs, and infiltration methods in the SWM design. LID designs are encouraged to reduce the volume of warm water entering into the cold-water ravine. Staff can advise that the Town of Tillsonburg should be contacted to address the drainage issue downstream of the ravine prior to commencement of development. The Tillsonburg District Chamber of Commerce provided the following comments: The Tillsonburg District Chamber of Commerce supports these applications, with the following concerns: That traffic studies be completed to ensure smooth traffic flow due to the fact that there is already traffic congestion in this area; That the Town be committed to investing in infrastructure to support the influx of new residents; Some recommendations (i.e. traffic signals) mention that “some improvements would be required over the next 10 years to accommodate the new residents”. We recommend that Council is supporting this and looking for ways to include these needs in upcoming budgets. That attention be given to having enough school space to accommodate this many new residents. We recommend that school boards are given the opportunity to provide feedback when these applications are filed so that new residents will be informed about what school their children will be attending. Page 29 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 13 of 22 Shopping is also a concern; particularly for children’s clothing and accessories. A focus should be put on retail attraction. There is concern that there is little to no room for parking. The streets seem to be narrow in these high volume proposals. With vehicles parked on both sides of the streets, traffic movement is slowed, and there are safety concerns for pedestrians. If there was an emergency, there is concern that fire trucks, and/or ambulances would have difficulty navigating the streets. That attention be given to our healthcare infrastructure to ensure that individuals have access to primary care as our community continues to grow (in order to maintain a healthy community and workforce). The Thames Valley District School Board indicated that the proposed draft plan of subdivision is within the attendance area boundaries of Westfield Public School (JK-8) and Glendale High School (Gr 9-12). Westfield Public School is currently operating above its on-the-ground capacity, and due to residential growth occurring in the area, enrolment is expected to continue to increase. Based on the above, TVDSB requests that the following clause be included as a condition of Draft Plan Approval for the proposed development: “The Owner shall inform all Purchasers of residential lots by including a condition in all Purchase and Sale and/or Lease Agreements stating that the construction of additional public school accommodation is dependent upon funding approval from the Ontario Ministry of Education, therefore the subject community may be designated as a "Holding Zone" by the Thames Valley District School Board and pupils may be assigned to existing schools as deemed necessary by the Board.” The Board regularly reviews accommodation conditions across all elementary and secondary schools and will provide updated comments as necessary. PUBLIC CONSULTATION Notice of complete application was provided to surrounding property owners on July 27, 2022, and notice of public meeting was issued on March 13, 2023 in accordance with the requirements of the Planning Act. At the time of writing this report, concerns have been received from the public respecting traffic, proposed density, and land use compatibility from residents of the adjacent Baldwin Place development. Planning Analysis The subject applications for Official Plan amendment, draft plan of subdivision approval and zone change propose to facilitate the development of a residential plan of subdivision in the Town of Tillsonburg. It is the opinion of staff that the proposal is consistent with the relevant policies of the Provincial Policy Statement. The proposed development is considered to be a form of infilling that promotes a mix of housing types and represents an efficient use of lands, municipal services and infrastructure within a designated settlement area, which is consistent with Sections 1.1.1, 1.1.3.1, 1.1.3.2, 1.1.3.3 and 1.4.3 of the PPS. The development also contributes to housing types and densities required to meet the projected requirements of current and future residents of the Town and the broader regional market area. Page 30 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 14 of 22 Transportation Impact Study The applicant submitted a Transportation Impact Study (TIS) prepared by Paradigm Transportation Solutions. The study evaluated the impacts on the transportation network that could potentially result from the development of the subject lands and adjacent developments. The study indicates that the intersections within the study area currently operate within acceptable levels of service, but notes that in 2027 background traffic conditions the eastbound left-turn movement at the intersection of Broadway and Concession Street is forecast to operate with 95th percentile queues exceeding the available storage during the PM peak hour; and with the total traffic conditions in 2027 the queues will also exceed the available storage in the AM peak hour. The study recommended the following intersection improvements: A northbound left-turn lane with 15 m of storage is warranted on Quarter Town Line at the intersection of Grandview Drive and at the intersection of Dereham Drive; Broadway and Concession Street o Signal timing optimization with eastbound left-turn advance phase and cycle length of 90 seconds o Increase eastbound left-turn lane storage to 50 m o Increase southbound left-turn lane storage to 55 m Quarter Town Line and Concession Street West o Addition of southbound left-turn lane with 15 m of storage Broadway and Baldwin St/Oxford St o Signal timing optimization and removal of the southbound left-turn advance phase during the AM peak hour Based on the findings and conclusions of the study, it is anticipated that the proposed development can be accommodated within the Town’s existing street and road network, with the addition of northbound left-turn lanes on Quarter Town Line at the intersection of Grandview Drive and the intersection of Dereham Drive. The other identified intersection improvements should also be implemented to address forecasted increased traffic movements within the Town. The Town Engineering Department concurs with the findings of the TIS and a proposed condition of approval has been included to ensure that the recommendations and findings of the study are appropriately implemented. Environmental Impact Study An Environmental Impact Study was submitted in support of the application for draft plan approval, as the subject lands contain significant woodlands and valleylands, and is within 50 m of fish habitat. The EIS reviewed the 0.08 ha of woodland that is proposed to be removed as part of the stormwater management pond at the southern portion of the subject lands, as well as a 0.04 ha ravine/washout that is proposed to be removed and altered for residential use. The study also reviewed the existing hedgerow near the centre of the property that is proposed to be removed and determined that the hedgerow is primarily composed of staghorn sumac. A hedgerow along the northeastern boundary contains black walnut trees, up to 3 trees are proposed to be removed but the balance are proposed to be retained. Other hedgerows on the periphery of the subject lands are proposed to be retained as they allow for foraging and act as travel corridors for many species, including bats, and support four regionally rare plant species. The EIS and the subsequent peer review included the following recommendations and mitigation measures to ensure there is a net environmental gain as required by the Official Plan: Page 31 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 15 of 22 Compensation for the 0.12 ha of natural heritage area proposed for removal; Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; Any fill piles should be placed outside of the breeding season (Late April-August) for Bank Swallows. Additional survey for nesting Bank Swallows shall be completed; Monitoring of Tree Health in the summer/ fall season for at least nine months following completion of construction to identify problems that may surface following construction; Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; Development of an educational homeowner brochure for lots backing onto the southern Natural Heritage feature and hedgerows. Functional Servicing Report In support of the subject applications, the applicant submitted a Functional Servicing Report prepared by CJDL Consulting Engineers Limited. The report states that development of the subject property as an urban residential subdivision with full municipal and utility services is achievable, and that supporting municipal infrastructure in the Town of Tillsonburg is available to accommodate the expected growth. Watermains are currently located to the north of the property on Concession Street West, to the east on Quarter Town Line, Weston Drive, and at Dereham Drive. There are five proposed connection points to the existing municipal watermain network to serve the proposed development. Sanitary servicing is achievable and will occur through five proposed connections to the existing sanitary sewer network in the vicinity. The main sanitary sewers required to service the new development are present on Concession St W, Quarter Town Line, Dereham Drive, Esseltine Drive and Weston Drive. All sanitary sewer servicing internal to the development will convey flows by gravity to their respective sanitary outlets. Municipal storm sewers will be required to service the proposed residential development. Due to the topography of the lands, two stormwater management facilities are proposed on the subject lands. A detailed stormwater management report and modelling will be submitted to the Town through the detailed engineering design approval process. Official Plan Amendment and Draft Plan of Subdivision The proposed Official Plan Amendment will amend the size and location of the High and Medium Density Residential Areas on the northern portion of the subject lands, and will introduce a new Medium Density Residential Area, between Westfield Public School and the proposed park block. Staff are of the opinion that the amended location and extent of the Medium and High Density Residential Areas is appropriate as these blocks are located in close proximity to Concession St W, an arterial road, and are sufficiently large to accommodate a variety of future Medium and High Density dwelling types. The existing designations in this area have been in place since the adoption of the 1978 Official Plan for the Oxford Planning Area. With respect to the additional Medium Density Residential Area proposed, Planning staff are of the opinion that the policies respecting the designation of additional Medium Density Residential Areas have been satisfactorily addressed. This block will have direct access to Dereham Drive, which is a planned collector road that will extend from Quarter Town Line. The site is a reasonable Page 32 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 16 of 22 distance from the planned High Density and Medium Density residential development proposed on the subject lands, and will abut the parkland block that is proposed for the plan of subdivision. The proposed Medium Density Block will be appropriately buffered from low density residential development, can be adequately serviced, will have access to Esseltine Drive and Dereham Drive, and is sufficiently large to provide required parking and amenity areas. With regard to the policies of Section 10.3 of the Official Plan (Plans of Subdivision and Condominium) which require the developer to address a series of standard review crit eria concerning the adequacy of servicing, environmental impacts, cultural resources, transportation networks and integration with surrounding developments, staff note that the required studies and reports have been received and reviewed through this Office and the recommendations of these reports can be satisfactorily addressed through the inclusion of appropriate conditions of draft approval. With respect to the proposed street network and connections, planning staff are of the opinion that the proposed accesses and transportation network is appropriate. The northern portion of the site has street connections to Concession Street West, Quarter Town Line through Grandview Drive and Dereham Drive. Dereham Drive is proposed to be added as an additional collector road as it was designed and constructed as a collector road and includes the appropriate underground servicing when it was constructed as part of the Westfield Public School site plan approval. Dereham Drive east of Quarter Town Line is identified as a collector road and the westerly portion is required to be extended through lands currently owned by the Thames Valley District School Board to service portions of the proposed development. The TVDSB has declared these lands as surplus and are in the process of disposing of these lands. It is expected that the required road ROW will be obtained through a future dedication, site plan approval, or severance of these lands. For the southern portion of the plan, connections are included to Esseltine Drive and Baldwin Street/ Weston Drive and these can be considered appropriate as these roads have been identified as collector streets on Schedule ‘T-4’- Town of Tillsonburg Transportation Network Plan, as contained in the Official Plan and were designed and constructed to accommodate that function. As indicated, the applicant has not determined exact location and mix of dwelling types and has instead proposed residential blocks that would later be subdivided through applications for exemption to part lot control. The dwelling types and locations will be required to be determined before detailed engineering and servicing drawings are submitted to the Town and County for review and approval. Although the exact mix of residential units is not known at this time, there is a potential for up to 1113 residential units within the 34 residential blocks that are proposed. Based on the minimum and maximum density requirements, the high density block is expected to accommodate 202-355 residential units, and the medium density blocks are expected to accommodate 121-239 units. Within the low density residential area a mix of dwelling types is proposed, including single detached dwellings, semi-detached dwellings, and street fronting townhouse dwellings. Although at this time the net residential density is not known, planning staff are of the opinion that proposal is generally in-keeping with the Plan of Subdivision policies of Section 10.3.3, and the policies of the Low Density Residential designation as the plan of subdivision will provide for a range of lot sizes and a mix of housing types that are integrated throughout the development, which is in keeping with low density residential policies. Page 33 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 17 of 22 Proposed Zoning With respect to the proposed zoning request for the High and Medium density blocks, Planning staff consider most of the requested provisions generally appropriate, save for the proposal to waive the requirement for a separate children’s outdoor play area. Planning staff are of the opinion that the children’s outdoor play area should generally be provided onsite in addition to the required amenity areas. In the future, relief from this provision could be granted for a specific proposal and building and site design that demonstrates how the amenity space for the proposed development would be appropriate for children or accommodate outdoor play. However, at this time, in the absence of a proposed design or site layout, it is the opinion of staff that the relief is premature. Within the High and Medium density blocks, a number of non-residential uses are proposed, including a daycare, medical office, personal service establishment, convenience store, drug store, and eating establishment. Although the Official Plan does permit a number of neighbourhood serving uses within residential areas, Planning staff suggest that in light of the strong policy direction in the Official Plan to direct retail uses and office uses to the Central Area, the proximity of the subject lands to the Central Area, and given the absence of detailed floor plans and unit sizes for the proposed non-residential uses, that the proposed medical centre and drug store should not be approved at this time. The proposed convenience store, daycare, personal service establishment, and eating establishment (exclusive of a drive through) can be considered appropriate neighbourhood serving uses. The requested reductions to the minimum distance between buildings can be considered appropriate as the spatial separation provisions of the Ontario Building Code more appropriately regulate the required separation between buildings, and the development of these blocks will be subject to site plan approval, where matters such as lot grading, servicing, access, parking, landscaping, and other matters are required to be addressed to the satisfaction of the Town and County. The proposed reductions to the minimum lot area per unit will also allow for an increased residential density, while providing required parking as per the current parking standards. The requested zoning provisions for the street-fronting townhouse blocks in the RM and R3 zones will provide for increased building envelopes and smaller townhouse blocks and will reflect other recent townhouse developments in the Town within the past five years. The reduced exterior side yard width is not expected to impact traffic sightlines or safety as the lots will front on local streets. The reduced minimum lot area, lot frontage, interior side yard and increased lot coverage are reflective of the four unit street-fronting townhouse block design and appropriate private amenity space will remain available, and the proposed relief can be considered appropriate to facilitate the development of freehold townhouse blocks. The reduced lot frontage, lot area and interior side yard width will continue to allow for 2 parking spaces to be provided for e ach unit (1 in the driveway and one within the private attached garage). The requested zoning provisions for the single detached dwellings would permit a reduced lot frontage and area for corner lots, with larger frontages (12.2 m rather than 10.5 m) for lots that back onto the Baldwin Place development. Reduced front yard depths are also proposed, however the setback of the attached garage and/or driveway will remain at 6 m to ensure that sufficient space remains to provide all required parking onsite. Staff note that this proposed setback is similar to the 1.5 m permitted projection that allows covered porches and verandas to be 4.5 m from the front lot line. It is recommended that the zoning provisions are clear that a further 1.5 m projection into the front yard is not permitted. Page 34 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 18 of 22 The development will be reviewed by Building staff for zoning compliance at the time of building permit submission. These requested provisions will facilitate the future creation of separate conveyable lots, which will be completed in an anticipated subsequent application for exemption from Part Lot Control. Conclusions In light of the foregoing, Planning staff are satisfied that the proposed development is consistent with the policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan. As such, staff are satisfied that the applications can be given favourable consideration. RECOMMENDATIONS 1. The Council of the Town of Tillsonburg approve in principle the zone change application (File No. ZN 7-22-05) submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, to rezone the lands ‘R2-sp’, ‘R3-sp’, ‘RM-sp’, ‘RH-sp’, OS1 & OS2, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; 2. That the Council of the Town of Tillsonburg advise County Council that the Town supports the application to amend the Official Plan (File No. OP 22-11-7), submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, to amend the location and extent of the High, Medium, and Low Density Residential Areas on the subject lands to facilitate a draft plan of subdivision; 3. And further, the Council of the Town of Tillsonburg advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-01-7, submitted by Victoria Wood (Tillsonburg West GP) Inc, for lands legally described as Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, consisting of 32 blocks for low density residential development, 2 blocks for medium density residential development, one block for high density residential development, one park block, one open space block, served by 10 new local streets and extensions of Grandview Drive, Dereham Drive, and Esseltine Drive, subject to the following conditions of draft approval: 1. This approval applies to the draft plan of subdivision submitted by Victoria Wood (Tillsonburg West GP) Inc, (SB 22-01-7) and prepared by MHBC Planning Consultants, as shown on Plate 3 of Report No. CP 2023-80 and comprising Part of Lots 8 & 9, Concession 11 (Dereham) and Part of Lot 8, Concession 12 (Dereham), in the Town of Tillsonburg, subject to the following modification: i. Inclusion of 3 m walkway blocks through Blocks 14 & 15 and Blocks 18 & 19 to provide pedestrian connection between Streets F & G, to the satisfaction of the Town of Tillsonburg. 2. The Owner shall enter into a subdivision agreement with the Town of Tillsonburg and County of Oxford. Page 35 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 19 of 22 3. The Owner agrees in writing, to install fencing as may be required by the Town, to the satisfaction of the Town of Tillsonburg. 4. The Owner agrees in writing, to satisfy all requirements, financial and otherwise, of the Town regarding construction of roads, installation of services, including water, sewer, electrical distribution systems, sidewalks, street lights, and drainage facilities and other matters pertaining to the development of the subdivision in accordance with the standards of the Town, to the satisfaction of the Town of Tillsonburg. 5. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans an reports, to the satisfaction of the Town of Tillsonburg. 6. The Owner shall retain a Landscape Architect to prepare a landscape plan for the plan of subdivision, to the satisfaction of the Town of Tillsonburg. 7. The road allowances included in the draft plan of subdivision shall be dedicated as public highways, to the satisfaction of the Town of Tillsonburg. 8. The streets included in the draft plan of subdivision shall be named, to the satisfaction of the Town of Tillsonburg. 9. The subdivision agreement shall contain provisions requiring the Owner provide an overall Landscaping Plan depicting at least one (1) tree per lot, in accordance with Tillsonburg’s Design Guidelines. The Town shall approve the species of tree to be planted. 10. The Owner shall dedicate Block 39 as a parkland block to the Town of Tillsonburg, free and clear of all liens and encumbrances, in a suitable condition, to the satisfaction of the Town of Tillsonburg. 11. Prior to the approval of the final plan by the County, all lots/blocks shall conform to the zoning requirements of the Town’s Zoning By-law. Certification of lot areas, frontages, and depths shall be provided to the Town by an Ontario Land Surveyor retained by the Owner, to the satisfaction of the Town of Tillsonburg. 12. Prior to the approval of the final plan by the County, the Owner shall agree in writing that all phasing of the plan of subdivision will be to the satisfaction of the Town of Tillsonburg and County of Oxford. 13. Prior to the approval of the final plan by the County, such easements as may be required for utility and drainage purposes shall be granted to the appropriate authority, to the satisfaction of the Town of Tillsonburg and County of Oxford Public Works. 14. The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Transportation Impact Study prepared by Paradigm Transportation Solutions Limited, April 2022. This will be completed to the satisfaction of the Town of Tillsonburg and the County of Oxford. Page 36 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 20 of 22 15. The Owner agrees in writing, to follow and implement all recommendations contained in the Geotechnical and Slope Stability Report, prepared by EXP Services Inc., dated February 2023, to the satisfaction of the Town of Tillsonburg and County of Oxford. 16. The Owner agrees in writing to implement all recommendations, mitigation measures, monitoring programs contained in the Environmental Impact Study, prepared by Vroom & Leonard, dated February 2023, to the satisfaction of the Town of Tillsonburg and County of Oxford. Specifically, this includes: i. Compensation for the 0.12 ha of natural heritage area proposed for removal; ii. Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; iii. Any fill piles should be placed outside of the breeding season (Late April-August) for Bank Swallows. Additional survey for nesting Bank Swallows shall be completed; iv. Monitoring of Tree Health in the summer/ fall season for at least nine months following completion of construction to identify problems that may surface following construction; v. Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; vi. Development of an educational homeowner brochure for lots backing onto the southern Natural Heritage feature and hedgerows. 17. The Owner agrees in writing, to satisfy all the requirements, financial and otherwise, including payment of applicable development charges, of the County of Oxford regarding the installation of the water distribution system, the installation of the sanitary sewer system, and other matters pertaining to the development of the subdivision, to the satisfaction of County of Oxford Public Works. 18. The subdivision agreement shall make provision for the assumption and operation of the water and sewage system within the draft plan of subdivision by the County of Oxford, to the satisfaction of County of Oxford Public Works. A CAD file of the watermain layout for the entire development showing the water main location, hydrants, valves, street and lot fabrics will be required so that it can be integrated into the County’s water modeling. 19. The Owner agrees in writing, to prepare and submit for approval from County of Oxford Public Works, detailed servicing plans designed in accordance with the County Design Guidelines, to the satisfaction of County of Oxford Public Works. 20. Prior to the final approval of the subdivision plan, the Owner shall receive confirmation from the County of Oxford Department of Public Works that there is sufficient capacity in the Tillsonburg water and sanitary sewer systems to service the plan of subdivision. Confirmation shall be given in accordance with the “Protocol for Allocation of Water and Sewage Capacity for Development”. 21. The Owner agrees that prior to registration of each phase of development, the Owner shall demonstrate to the satisfaction of the County of Oxford that each phase shall be serviced with two independent water supply points to provide for adequate redundancy and looping for domestic and fire protection services. Page 37 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 21 of 22 22. The Owner shall acknowledge that the proposed Phases 6, 7 & 8 will not advance unless and adequate watermain loop is installed to ensure security of water supply. The water supplying these phases may not enter solely from Weston Drive. 23. Prior to the signing of the final plan by the County of Oxford, the owner shall submit an archaeological assessment of the subject property and mitigate, through preservation or resources removal and documentation, adverse impacts to any significant archaeological resources found. No grading or other soil disturbances shall take place on the subject property prior to the issuance of a clearance letter by the Ministry of Culture confirming that all archaeological resource concerns have met licensing and resource conservation requirements. 24. The subdivision agreement shall contain a provision directing the owner and all future owners of properties within the draft plan to include the following environmental warning clause in all purchase and sale agreements: “Purchasers are advised that dust, odour, noise and other emissions from normal agricultural activities conducted in the periphery of the subject lands, in the Township of South-West Oxford, may be of concern and may interfere with some residential activities”. 25. Prior to the approval of the final plan by the County, the Owner shall agree in writing to satisfy the requirements of Canada Post Corporation with respect to advising prospective purchasers of the method of mail delivery; the location of temporary Centralized Mail Box locations during construction; and the provision of public information regarding the proposed locations of permanent Centralized Mail Box locations, to the satisfaction of Canada Post. 26. Prior to the approval of the final plan by the County, the Owner shall agree in writing, to satisfy the requirements of Enbridge Gas that the Owner/developer provide Enbridge Gas Limited with the necessary easements and/or agreements required for the provisions of gas services, to the satisfaction of Enbridge Gas Limited. 27. Prior to the approval of the final plan by the County, the Owners shall secure clearance from the Long Point Region Conservation Authority (LPRCA), indicating that final lot grading plans, soil conservation plan, and stormwater management plans have been completed to their satisfaction. 28. Prior to the approval of the final plan by the County, the County of Oxford shall be advised by the Town of Tillsonburg that Conditions 2 to 16 (inclusive), have been met to the satisfaction of the Town. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 29. Prior to the approval of the final plan by the County, the Owner shall secure clearance from the County of Oxford Public Works Department that Conditions 12 to 22 (inclusive), have been met to the satisfaction of County Public Works. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 30. Prior to the approval of the final plan by the County, the Owner shall provide a list of all conditions of draft approval with a brief statement detailing how each condition has been satisfied, including required supporting documentation from the relevant authority, to the satisfaction of the County of Oxford. Page 38 of 876 Report No: CP 2023-80 COMMUNITY PLANNING Council Date: March 27, 2023 Page 22 of 22 31. This plan of subdivision shall be registered within three (3) years of the granting of draft approval, after which time this draft approval shall lapse unless an extension is authorized by the County of Oxford. SIGNATURES Authored by: Eric Gilbert, MCIP, RPP Senior Planner Approved for submission: Gordon K. Hough, RPP Director Page 39 of 876 May 24, 2022 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 8180 Notes NAD_1983_UTM_Zone_17N 409 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500) Plate 1: Location Map with Existing Zoning File Nos: OP 22-11-7, SB 22-01-7 & ZN 7-22-05 - Victoria Wood Tillsonburg GP Inc. Part Lots 8 & 9, Concession 11, Part Lot 8, Concession 12 (Dereham), Town of Tillsonburg Subject Property Quarter Town Line Lands within the Township of South-West Oxford Concession Street West Portion of Lands within Township of South- West Oxford (to remain undeveloped) Page 40 of 876 May 24, 2022 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 8180 Notes NAD_1983_UTM_Zone_17N 409 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500) Subject Property Quarter Town Line Concession Street West Lands within the Township of South-West Oxford Plate 2: 2020 Aerial Map File Nos: OP 22-11-7, SB 22-01-7 & ZN 7-22-05 - Victoria Wood Tillsonburg GP Inc. Part Lots 8 & 9, Concession 11, Part Lot 8, Concession 12 (Dereham), Town of Tillsonburg Portion of Lands within Township of South- West Oxford (to remain undeveloped) Page 41 of 876 February 24, 2023 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 4090 Notes NAD_1983_UTM_Zone_17N 205 Meters Residential Density Low Density Residential Medium Density Residential High Density Residential Residential Reserve Heritage Residential Mobile Home Park Plate 3: Existing Official Plan Designations File Nos: OP 22-11-7, SB 22-01-7 & ZN 7-22-05 - Victoria Wood Tillsonburg GP Inc. Part Lots 8 & 9, Concession 11, Part Lot 8, Concession 12 (Dereham), Town of Tillsonburg Page 42 of 876 XXXXXXXXX X X X X XXXXXXXXXXXX 26.43m24.39m31.63m20.13m31.83m 34.86mPART 1 41R-9064AREA=0.12HA WALK W A Y T O DOWN T O W N 1+200 1+ 100 1+200 PART 7 41 PART 1 PART 4 PART 8PART 9 54 4 9 64 0+100 200∅ S A N 300∅ S T M MH S A 5 4 MH ST 5 4 CB 54 A CB 5 4 B MH ST53MH SA53240.0 240.0 240.0 240.0240.0240.0241.0241.0241.0 241.0 242.0241.0 241.0241.0 2 4 2 . 0 242.0 242.0 242.0 242.0 240.0 240.0 240.0241.0241.0 241.0240.0 240.0 240.0 240.0 240.0 1.5m CONCRETE SIDEWALK61.6m - 200∅ SAN @ 0.49%62.4m - 450∅ STM @ 1.01%EX. 300∅ DI WATERMAIN 1.5m C O N C R E T E SI D E W AL K 1.5m C O N C R E T E SI D E W AL K (ABA N D O N E D) 150∅ W M FORM E R T RI L LI U M R AI L W A Y ( A B A N D O N E D) 3.0m WI D E A S P H A L T P A T H 3.0m WI D E A S P H A L T P A T H FUT. C B FUT. C B CB 5 4 D CB 5 4 C 39.4m - 250 ∅ S TM @ 1 .50% 48 1.8m C O N C R E T E SIDEW AL K200∅ PVC DR18 WATERMAINDI 61CMH ST61MH SA21MH ST62MH SA22MH ST67 MH SA27 MH ST66 MH SA26 MH SA25MH ST65MH SA24MH ST64MH S T 6 3 MH SA 2 3 CB64C DCB6 4 B DCB6 4 ACB62BCB62ADI 62CCB65ACB65BHYD WV 46.7m - 3 7 5 ∅ S T M @ 0. 7 0 % 48.8m - 2 0 0 ∅ S A N @ 0. 5 0 % 25.2m - 450∅ STM @ 0.44% 28.6m - 200∅ SAN @ 0.49%CB 61ACB 61B35.7m - 300∅ STM @ 1.70%1.5m CONCRETE SIDEWALKWVHYD22.5° B E N D 45° BENDWVWVWVWVWVWV200x150 REDUCER3.0m EASEMENT 1 3001 400 EDGE O F FI E L D84-11 80-1FUTURE 11.2m BACK TO BACK BARRIER CURB3.0m EASEMENT 80-280-3 TRILLI U M R AI L PHASE 9APHASE 9BPHASE 9A REYNOLDS WAY SUBDIVISIONTHE OAKS SUBDIVISIONTHE OAKS SUBDIVISION1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK70-1270-1370-1470-1570-1670-1770-1870-1970-2070-21 71-171-271-371-471-571-671-780-1880-1980-2080-2180-22PHASE 9BPHASE 9APHASE 9BPHASE 9ABH 5 BH 6 BH 7 BH 9 BH 8PHASE 9A TOP E D G E O F W A L L TOE OF W A L L2010 x 2240 VERT. ELL IPSE CULVERTTOP EDGE OF WALLBOTTOM OF WALLSWANCE DR A I N WALKWAY PARKETTE20.12m R OW 15 . 0m ROW EX. 300∅ DI WATERMAINDIMHST 11 5 . 4m- 2 0 0 ∅ S T M @ 1 . 1 % ±1000mm∅ PERFORATED CMP STAND PIPE INLET237.5237.52 3 7 . 5 2 3 7 . 5 237.5237.5 236.1236.1 236.12 3 6 . 1 2 3 6 . 0236.0236.0 236.0234.85234.85 234.852 3 4 . 8 53.0m - TOP OF BERM3.0m - WALKWAY4:1 4:1 4:1BOTTOM OF 3:1 SLOPE3.0m - WALKWAY4:1 R=20 . 0 0 m 75.0m - SWALE @ 1.0%73.9m - 1200∅ STM @ 0.30%HYD WV WVWVWVWVWVWV 356 1 4 20 19 17 16 FUTURE 1.5m CONCRETE SIDEWALKFUTURE 11.2m BACK TO BACK BARRIER CURBSTORM WATER MANAGEMENT AREAPHASE 1 PHASE 2PHASES 7PHAS E 2 PHAS E 3 224.0 224.0 224. 0 224.0 224. 0 224.0 224.0 224.0 224.0 2 2 4 . 0 224.0224.0 224. 0 224.0223.0223.0223.0223.0 22 3 . 0 223.0 223. 0 2 2 3 . 0223.0223.0 223.0 223.0222.0 22 2 . 0 222. 0 2 2 2 . 0 222.0 22 2 . 0 222.0222.0221.0 221.0222.0225.0225.0 225.0 225.0226.0227.0228.0229. 0230. 0231.0232. 0 233.0234.0235.0 236.0237.0238.0 226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0236.0237.0238.0239.0225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0236.0237.0 238.0 240.0239.0238.0237.0236.0235.0234.02 3 4 . 0 2 3 5 . 0 2 3 6 . 0 2 3 7 . 0 2 3 8 . 0 2 3 9 . 0 224.0 225. 0 226. 0 22 7 . 0 22 8 . 0 22 9 . 0 2 3 0 . 0 231 . 0 23 2 . 0 233 . 0 2 3 4 . 0 2 3 5 . 0 2 3 6 . 0 236.0 235.0 234.0 233.0 232.0 231.0 230.0 229.0 228.0 227.0226.0225.0 224.0 225.02 2 6 . 0 2 2 7 . 0 2 2 8 .0 2 2 9 . 0 2 3 0 . 0 2 3 1 . 0 2 3 2 . 0 23 3 . 0 2 3 4 . 0 2 3 5 . 0 225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0236.02 3 5 . 0 23 4 . 0 2 2 3 . 0 2 2 4 . 0 2 2 5 . 0 2 2 6 . 0227.02 2 8 . 0 2 2 9 . 0230.023 1 . 0 23 2 . 0 2 3 3 . 0 2 3 4 . 0 224.0225.0226.0227.0 228.0229.0230.0231.0232.0232.0 231.0 230.0 229.0 228.0 227.0 226.0 225.0 224.0 223.0 222.0 221.0220. 0 239.0 237.0 238.0 239.0 23 6 . 0 237.0238.023 9 . 0 238.0238.0 239. 0 237.0 2 3 7 . 0236.0236.0 235.0 235. 0 235.0233 .0 232 . 0 239.0240.0240.0240 .0240.0240.0 239 . 0 24 0 . 0 24 0 . 0 240.0 240 . 0240.0240.0 240.0 240.0 240.0240.0240.0241 . 0 241.0241.0241.0241.0241.0241.0 241.0 241.0 241.0241.024 1 . 0 241.0 241.0241.0 242.0 242.02 4 2 . 0 242.0242.0242.0242.0 242.0 242.0 242.0242.0241.0241.0241.0 241.0 241.0 241.0241.0 241.0 2 4 2 . 0 242.0 242.0 242.0 242.0 242.0 242.0242.0 243.0 243.0 240.0 240.0 240.0241 . 0 241.0241.0 241.0240.0 240.0 240.0240.0240.0 240.0 240.0 240.0 239.0239.0WVFUTURE 1.5m CONCRETE SIDEWALK4:1 SLOPED GRATEINLET=238.81 NINV.= 237.26 SEX. 300∅ DI WATERMAINEX. 300∅ DI WATERMAINPHASE 1239.01200mm∅ CONCRETEHEADWALLDI 2A (T) 600x600mmFUTURE 900∅ STMFORMER TRILLIUM RAIL 2.5m - 250∅ CMP NIPPLE @ 0.8% ±1 2 2 0 x 1 2 2 0mm P O N D O U T L E T C O N T R O L C H A MB E R S T 1 0 5 EMERGENCY OVERFLOW WEIR5.0m BTM, 5:1 SLOPES1 9 . 1m - 6 0 0 ∅ S T M @ 5 . 6 0 %28.9m - 600∅ STM @ 33.3%5 MATS CABLE CONCRETE CC45SS 3:1 3:13:13 M A T S C A B L E C O NC . C C 4 5 S S DIMH ST100 47° BENDMH ST10218.3m - 900∅CMP @ 7.65%45° BEND30±t 100kg S IZERIP RAP HEADWALL 221.0 221.0 1 0 9 7 1 1 1 2 1 3 1 5 8 11.0m BACK TO BACK MOUNTABLE CURB 11 . 0m B A C K T O B A C K M O U N T A B L E C U R B 9.0m B A C K T O B A C K M O U NT A B L E C U R B 117.6m - 300∅ SAN @ 0.85% 1 0 7 . 7m - 3 0 0 ∅ S A N @ 0 . 8 3 % 53. 2 m - 2 0 0 ∅ S A N @ 1. 5 0 % 17 . 4 m - 3 0 0 ∅ 20.2m - 2 0 0 ∅ S A N @ 1. 5 0 % ± MH SA5MH ST6 M H S A 7 MH S A 5 0 M H S T 4 MH ST3 MH ST2 37 PART 819 . 5 m - 9 0 0 ∅ 19.7m - 3 7 5 ∅ S T M @ 0. 5 5 % ± MH S T 5 0 55.0 m - 3 7 5 ∅ S T M @ 0. 51 % 1 0 4 . 4m - 9 0 0 ∅ S T M @ 0 . 3 8 % 105.2m - 900∅ STM @ 0.43% 250∅ CB 2C CB 2B CB 2D C B 4 A 300∅ PVC DR18 WATERMAIN 3 0 0 ∅ P V C D R 1 8 W A T E R M A I N C B 4 B 29.0m - 1 5 0 ∅ W M @ - 0. 5 0 % 1.5m C O N C R E T E SI D E W A L K W V W V W V 1. 5m C O N C R E T E S I D E W A L K 1.5m CONCRETE SIDEWALK 1. 5m C O N C R E T E S I D E W A L K H Y D W V C B 5 A 66.3 m - 2 0 0 ∅ S A N @ 1. 5 2 % 56.5 m - 3 0 0 ∅ S T M @ 1. 5 2 % CB 5 0 A CB 5 0 B MH S A 5 4 MH S T 5 4 CB 5 4 A CB 5 4 B MH ST53MH SA5374.4m - 200∅ SAN @ 0.74% 74.5m - 300∅ STM @ 0.77%DCB 52ADCB 52BMH ST52MH SA52M H S T 5 1 M H S A 5 1 6 7 . 7m - 2 0 0 ∅ S A N @ 0 . 4 8 % 6 3 . 4m - 3 0 0 ∅ S T M @ 0 . 5 7 % 150∅ WATERMAIN 1 5 0 ∅ W A T E R M A I N 1.5m CONCRETE SIDEWALK 1.5m C O N C R E T E SI D E W A L K 1 . 5 m C O N C R E T E S I D E W A L K 1.5m CONCRETE SIDEWALKST M @ 0 . 3 5 % ± S A N @ 0 . 8 0 % ±WV HYD 1. 5m C O N C R E T E S W K 1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK 150∅ W A T E R M AI N39.4m - 250 ∅ S TM @ 1 .50% 37 . 1 m - 3 0 0 ∅ S A N @ 0 . 8 0 %MH SA8MH ST535 . 8 m - 9 0 0 ∅ S T M @ 0 . 3 5 % 300 ∅ P V C DR1 8 W M 98.4m - 200∅ SAN @ 1.26%97.9m - 375∅ STM @ 0.35% MH ST55MH SA922.5° BENDMAINSTOPCAP c/w50∅300x150∅ REDUCER200∅ PVC DR18 WMHYDCB 55A CB 55B11 ° BEND1/4(R)2 7 2 8 P A R T 1 0 2 5 2 4 22 2 3 3 0 2 6 2 9 3 2 3 1 50 38 39 40 PART 7 41 PART 1 PART 4 51 3621 PART 13 18 35 55 52 PART 9 4 9 20 19 17 16 48 54 (TOWN OF TILLSONBURG)300x200∅ REDUCERPHASE 32 14 CAP SAN @ 0.35%13.1m-300 m m∅AREA OUTSIDE OF TOWN LIMITS 6.20hanorthGRANDVIEW WILSON AVENUEDENRICHARNOLD STREETDEREHAMDRIVE AVEDEREHAMDRIVESANDERSCRESCENTWALNUT DRIVEBEECH BLVD.MAGNOLIA CRT.MYRTLE ST.AGRICULTURALAGRICULTURALPUBLIC SCHOOLTHAMES VALLEY DISTRICTSCHOOL BOARDEXISTINGSOCCER FIELDWESTFIELD AGRICULTURALEXISTING TREE FARMEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALQUARTER TOWN LINE CONCESSION STREET WEST JONES CRESCENTWESTON DRIVEHOGARTH DRIVEHOLLIER DRIVEESSELTINE DRIVE B A L DW I N S T R E E TWESTON DRIVEJE A N F E R R I E D R DRIVE EXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIAL3.0m RoadWidening3.0m RoadWidening0.3 m Reserve0.001 ha.GRANDVIEW PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC540 BINGEMANS CENTRE DR., SUITE 200, KITCHENER, ON, N2B 3X9| P: 519 576 3650 | WWW.MHBCPLAN.COMI HEREBY AUTHORIZE MACNAUGHTON HERMSEN BRITTON CLARKSON PLANNING LIMITED TOSUBMIT THIS PLAN FOR APPROVAL.Surveyor's CertificateI HEREBY AUTHORIZE CERTIFY THAT THE BOUNDARIES OF THE LAND TO BE SUBDIVIDED ON THISPLAN AND THEIR RELATIONSHIP TO THE ADJACENT LANDS ARE ACCURATELY AND CORRECTLYSHOWN.Subject LandsSCALEDwg No.1 of 1DateFile No.21204 'A'Checked ByDrawn ByL.M./C.A.C.Plan ScaleQ:\21204'A' - Tillsonburg - Plan of Subdivsion\Graphics\DP\18056_Victroia Woods CONCEPT 1A_REV MHBC FEB 9 2023.dwgnorth1:00,000ONTARIO LAND SURVEYORCOUNTY OF OXFORDPART OF LOT 8, CONCESSION 12(GEOGRAPHIC TOWNSHIP OF DEREHAM)MUNICIPALITY OF THE TOWN OF TILLSONBURG 1:15001020 40 60 80 100DRAFT PLAN OF SUBDIVISIONByDateIssued / RevisionOwner's CertificateAdditional Information Required Under Section 51(17) of the Planning Act R.S.O. 1990, c.P.13 as AmendedA. As Shown B. As Shown C. As ShownD. Residential/CommercialE. As ShownF. As ShownH. Municipal Water SupplyI. Loam, Clay, SiltJ. All Services As RequiredL. As ShownG. As ShownJ. As ShownDATEDATEPART OF LOTS 8 & 9, CONCESSION 11MUNICIPALITY OF THE TOWNSHIP OF SOUTHWEST OXFORDPRELIMINARYKIM HUSTEDKIM HUSTED SURVEYINGVICTORIA WOOD (TILLSONBURG-WEST) GP INCASHER BISTRICERDescriptionLow Density Residential (Single Detached)Low Density ResidentialLow Density Residential (Street Townhouses)Medium Density ResidentialHigh Density ResidentialWalkwayWalkway /Service CorridorParkOpen SpaceStorm Water Management0.3m ReservesRoad WideningRoadsTotal 47 699/1113 41.504 ha.Lots/Blocks1-15,18-2716-17,3228-3133-34353637-38394041-4243-4546-47 Units 276/365 38/70 62/84 121/239 202/355Area (ha) 16.099 1.712 2.094 3.883 3.202 0.010 0.040 2.073 1.776 2.402 0.004 0.090 8.120(Single Detached/Street Townhouses)STREET 'E'STREET 'B'STREET 'H' STREET 'F'STREET 'A'ESSELTINE DRIVE DEREHAM DRIVESTREET 'B'STREET 'C'STREET 'D'STREET 'F'STREET 'F' STREET 'G'DRIVEBlk. 473.0m RoadWidening0.038 ha.Blk. 463.0m RoadWidening0.051 ha.Blk. 440.3 m Reserve0.001 ha.Blk. 450.3 m Reserve0.001 ha.0.001 ha.Additonal LandsOwned by the Applicant76-151 Units(Based on 63/111 min/max upha)(Based on 31/62 min/max upha)Blk. 430.3 m Reserve0.002 ha.45-88 Units(Based on 31/62 min/max upha)TVDSB SURPLUSLANDS 2.31ha ±202-355 Units34.022.022.06.0 34.040.0 34.030.035.0 3 6 . 130.030.131.3Erosion Hazard Limit (2022)STREET 'I' 35.035.0 35.0 Blk. 25Low Density0.504 ha.Blk. 23Low Density0.543 ha.Blk. 24Low Density0.243 ha.Blk. 22Low Density0.264 ha.Blk. 21Low Density0.878ha.35.2 35.120.0 Erosion Hazard Limit (2022)0.340.0 35.0Blk. 27Low Density0.377 ha.Blk. 38 6.0mWide Walkway /Service Corridor0.020 ha.Blk. 26Low Density1.063 ha.Blk. 40Open Space1.776 ha.Blk. 41Storm WaterManagement0.906 ha.22.0 20.022.020.020.020.020.035.035.035.020.020.020.020.022.022.022.020.020.039.69539.69535.00454.58020.020.020.020.0 206.829100.373100.373 206.82935.035.035.035.020.035.033.834.134.332.735.0 35.034.120.035.035.022.0 22.022.0 35.033.235.022.020.020.0 33.033.033.035.035.0 20.035.035.034.734.735.034.135.035.034.334.420.020.033.045.0 70.76571.127 33.0Blk. 19Low Density0.736 ha.Blk. 18Low Density0.965 ha.Blk. 20Low Density1.337 ha.Blk. 17Low Density(Single Detached/Street Townhouses)0.508 ha.Blk. 16Low Density(Single Detached/Street Townhouses)0.508 ha.Blk. 15Low Density0.970 ha.Blk. 14Low Density0.821 ha.Blk. 13Low Density0.615 ha.Blk. 12Low Density0.596 ha.Blk. 11Low Density1.048 ha.Blk. 8Low Density1.053 ha.Blk. 10Low Density0.621 ha.Blk. 9Low Density0.616 ha.Blk. 39Park2.073 ha.Blk. 33Medium Density1.434 ha.Blk. 6Low Density0.701ha.Blk. 32Low Density(Single Detached/Street Townhouses)0.695 ha.Blk. 30Low DensityType 3(StreetTownhouses)0.576 ha.Blk. 29Low DensityType 3(StreetTownhouses)0.601 ha.Blk. 7Low Density0.244 ha.Blk. 31Low Density(StreetTownhouses)0.317 ha.Blk. 34Medium Density2.450 ha.Blk. 35High Density3.202 ha.Blk. 28Low Density(StreetTownhouses)0.601 ha.Blk. 4Low Density0.239 ha.Blk. 5Low Density0.235 ha.Blk. 3Low Density0.401 ha.Blk. 42Storm WaterManagement1.496 ha.Blk. 2Low Density0.509 ha.Blk. 1Low Density0.520ha.Blk. 376.0m WideWalkway ServiceCorridor0.020 ha.Blk. 363.0m WideWalkway0.010 ha.35.035.035.635.035.035.035.035.035.035.035.035.035.0February 9, 202338.440.030.030.440.030.030.036.7 35.035.1Plate 4: Proposed Draft Plan File Nos: OP 22-11-7, SB 22-01-7 & ZN 7-22-05 - Victoria Wood Tillsonburg GP Inc. Part Lots 8 & 9, Concession 11, Part Lot 8, Concession 12 (Dereham), Town of TillsonburgPage 43 of 876 - 1 - AMENDMENT NUMBER 293 TO THE COUNTY OF OXFORD OFFICIAL PLAN the following text, and schedules designated as Schedule "A", attached hereto, constitutes Amendment Number 293 to the County of Oxford Official Plan. Page 44 of 876 - 2 - 1.0 PURPOSE OF THE AMENDMENT The Official Plan Amendment (OPA) proposes to amend the present extent and location of the existing High and Medium Density Residential designations as shown on Schedule “T-2,” Town of Tillsonburg Residential Density Plan. The OPA would also identify the proposed neighbourhood park within the plan of subdivision on Schedule “T-3”, Town of Tillsonburg Leisure Resources and School Facilities Plan. 2.0 LOCATION OF LANDS AFFECTED The subject lands are described as Part of Lots 8 & 9, Concession 11, and Part of Lot 8, Concession 12, in the Town of Tillsonburg. The lands are located on the south side of Concession Street West, west of Quarter Town Line. The lands do not currently have a civic address. 3.0 BASIS FOR THE AMENDMENT The amendment has been initiated to amend the location and extent of the current High Density Residential Area, Medium Density Residential Area, and to designate an additional Medium Density Residential Area as part of a residential draft plan of subdivision. It is the opinion of Council that the subject amendment is consistent with the policies of the PPS as the development is an efficient use of land and municipal services within a fully serviced settlement area. The development also contributes to housing types and densities required to meet the projected requirements of current and future residents of the Town and the broader regional market area. Council is also satisfied that the amended location and extent of the Medium and High Density Residential Areas is appropriate as these blocks are located in close proximity to Concession St W, an arterial road, and are sufficiently large to accommodate a variety of future Medium and High Density dwelling types. The designations in this area have been in place since the adoption of the 1978 Official Plan for the Oxford Planning Area. With respect to the additional Medium Density Residential Area proposed, Council has determined that the policies respecting the designation of additional Medium Density Residential Areas have been satisfactorily addressed. This block will have direct access to Dereham Drive, which is a planned collector road that will extend from Quarter Town Line. The site is a reasonable distance from the planned High Density and Medium Density residential development proposed on the subject lands, and will abut the parkland block that is proposed for the plan of subdivision. The proposed Medium Density Block will be appropriately buffered from low density residential development, can be adequately serviced, will have access to Esseltine Drive and Dereham Drive, and is sufficiently large to provide required parking and amenity areas. Council is also satisfied that the proposed amendment to the Official Plan to accommodate the residential development of the subject lands generally complies with the relevant policies of the Official Plan as it pertains to low, medium and high density residential development in the Town of Tillsonburg. In light of the foregoing, it is the opinion of Council that the proposed Official Plan Amendment is consistent with the policies of the PPS and supports the objectives and strategic initiatives of the Official Plan. Page 45 of 876 - 3 - 4.0 DETAILS OF THE AMENDMENT 4.1 That Schedule “T-2” – Town of Tillsonburg Residential Density Plan, is hereby amended by designating those lands identified as “ITEM 1” on Schedule “A” attached hereto as “High Density Residential”. 4.2 That Schedule T-2” – Town of Tillsonburg Residential Density Plan, is hereby amended by designating those lands identified as “ITEM 2” on Schedule “A” attached hereto as “Medium Density Residential”. 4.3 That Schedule “T-3” – Town of Tillsonburg Leisure Resources and School Facilities Plan, is hereby amended by designating those lands identified as “ITEM 3” on Schedule “A” attached hereto as “Neighbourhood Park”. 5.0 IMPLEMENTATION This Official Plan Amendment shall be implemented in accordance with the implementation policies of the Official Plan. 6.0 INTERPRETATION This Official Plan Amendment shall be interpreted in accordance with the interpretation policies of the Official Plan. Page 46 of 876 OFFICE USE ONLY Date Application Received Date Prescribed Information Complete PIN REV JAN. 2022 FILE NO. COUNTY OF OXFORD APPLICATION FOR AN AMENDMENT TO THE OFFICIAL PLAN SECTION ONE - GENERAL INFORMATION 1.Registered Owner(s): (AS NAME APPEARS ON TITLE) Name:Phone: Address:Cell: Postal Code: Email Address: 2.Applicant (if other than registered owner): Name:Phone: Address:Cell: Postal Code: Email Address: 3.Solicitor or Agent: Name:Phone: Address:Cell: Postal Code: Email Address: 4. Location of Subject Land: Municipality Former Municipality Lot(s)Concession Lot(s)Registered Plan No: Part(s)Reference Plan No: The subject land is located on the side of (St./Rd./Ave./Line) lying between and (St./Rd./Ave./Line) Street and/or 911 Address (if any): Victoria Wood (Tillsonburg-West) GP Inc.416-869-2735 145 Adelaide Street West Suite 500 M5H 4E5 obelavin@talisker.com MHBC Planning (Attn. Andrea Sinclair)519-835-7101 540 Bingemans Centre Drive, Suite 200 Kitchener, ON 519-835-7101 N2B 3X9 asinclair@mhbcplan.com Same as applicant Town of Tillsonburg Township of South Oxford Part of Lots 8 & 9 Concession 11 Part of Lot 8, Concession 12 41R8055 south Concession Street West Quarter Town Road west boundary of Tillsonburg N/A OP 22-11-7 000251165June 3/22 Page 47 of 876 COUNTY OF OXFORD – APPLICATION FOR OFFICIAL PLAN AMENDMENT PAGE 2 OF 5 REV JAN. 2022 SECTION TWO - OFFICIAL PLAN INFORMATION (Complete sections only where applicable) 5. Purpose of requested Amendment: 6. Is the application consistent with the Provincial Policy Statement, 2014, as amended? Yes ☐ No ☐ (see Item No. 9 in the application guide) 7. Is this a request for an Amendment to a Schedule(s) of the Official Plan: (yes/no) If yes, complete the following: SCHEDULE (E.G. C-3) TITLE DESIGNATION OF SITE USES PERMITTED Existing: Proposed: 8. Is this a request for an Amendment to the text of the Official Plan: (yes/no) If yes, complete the following: a) Chapter, Section and Subsection title b) Is this section / subsection to be: Changed _____ Replaced _____ Deleted _____ c) If changed/replaced, proposed text of Amendment SECTION THREE – DESCRIPTION OF DEVELOPMENT (If specific development is proposed, complete the following) 9. Present Use of Subject Land: 10. Description of Existing Building(s) or Structure(s) on Subject Land: (Date of construction, present use) 11. Proposed Use of Subject Land: (Description of Applicant’s Proposal) 12. Proposed Buildings or Structures associated with the Proposed Land Use: (include information regarding alteration to or demolition of existing buildings or structures) To redesignate a portion of the lands from Low-Rise Residential to Medium Density Residential. To relocate the High Density Residential Area and to establish and additional park in the south end of the property. Yes T-2 Residential Density Plan Low Density, Medium Density and High Density Residential Range of residential uses. T-3 Leisure Resources and School Facilities Plan Proposed Park Park T-8 Transportation Network Plan Planned Collector Road Two planned collector roads shown T-2 Residential Density Plan Low Density, Medium Density and High Density Residential Range of residential uses. Add additional medium density area. T-3 Leisure Resources and School Facilities Plan Proposed Park Add additional park on property T-8 Transportation Network Plan Planned Collector Road Revise extent of planned collector roads No Vacant (interim agriculture pending development) N/A Residential (subdivision) Construction of subdivision to occur in stages with a wide range of residential uses contemplated. ✔ Page 48 of 876 COUNTY OF OXFORD – APPLICATION FOR OFFICIAL PLAN AMENDMENT PAGE 3 OF 5 REV JAN. 2022 13. For proposed Residential development, specify: a) Gross or Net Density/Hectare b) No. of Units Type of Units 14. For proposed Commercial, Industrial, Institutional or Recreational development, specify: a) Gross Floor Area (by type of uses) b) Proposed Uses SECTION FOUR – SITE INFORMATION AND SERVICES 15. Dimensions of Subject Land: (in metric units) a) Area b) Frontage c) Depth 16. Access to Subject Land: ☐ Provincial Highway ☐ Unopened Road Allowance ☐ County Road ☐ Private Right-of-Way ☐ Municipal Road ☐ Other (specify) 17. Adjacent Land Uses: (Indicate nature of adjacent land uses) 18. Services: MUNICIPAL W ATER MUNICIPAL SEWER PRIVATE W ATER PRIVATE SEWER** CONNECTED (YES/NO) TYPE (INDIVIDUAL/COMMUNAL) Municipal Storm Sewers ☐ Municipal Drain ☐ (Please check one) **Note: If the requested amendment involves development on a privately owned and operated individual or communal septic system and more than 4500 litres per day of effluent will be produced as a result of the completed proposal, the applicant must submit a servicing options report and a hydrogeological report. SECTION FIVE - ZONING BY-LAW 19. Municipal Zoning By-Law Number: Existing Zoning of Subject Land 20. Has an application for Zone Change been filed? Yes ☐ No ☐ If yes, describe the proposed zoning of the subject land 41.504 ha 714-1,131 Single detached, townhouse, multiple residential, apartment 41.504 ha +/- 347.8 m varies ✔ ✔ Residential to the north and east. School to the east. Environmental to the south. Agriculture to the west. To be connected To be connected ✔ By-law 3295 Future Development R2, R3, RH, RM, OS1, OS2 (site specific regulations also proposed) ✔ Page 49 of 876 COUNTY OF OXFORD – APPLICATION FOR OFFICIAL PLAN AMENDMENT PAGE 4 OF 5 REV JAN. 2022 SECTION SIX – OTHER INFORMATION 21. If the subject land, or any land within 120 meters of it, is the subject of an application by the applicant for a minor variance, a consent or consent and minor variance, an amendment to the Official Plan, a zoning by-law amendment, a Minister’s zoning order, or approval of a plan of subdivision or site plan, please provide the file number, the name of the approval authority considering it, the land it affects, its purpose, its status, and its effect on the requested amendment. 22. If the requested amendment proposes to alter all or any part of the boundary of a designated settlement area or proposes to establish a new settlement area, please provide the current section containing policies of the Official Plan dealing with the alteration or establishment of a designated settlement area. 23. If the requested amendment proposes to remove the subject land from an area of employment, please provide the relevant section of the Official Plan dealing with the removal of land from an area of employment. Draft Plan of Subdivision and Zoning By-law Amendment applications submitted concurrently. N/A N/A Page 50 of 876 Page 51 of 876 SB22-01-7 00025116514-Apr-22 Page 52 of 876 Page 53 of 876 Page 54 of 876 Page 55 of 876 Page 56 of 876 Page 57 of 876 ZN 7-22-05 14-Apr-22 000251165 Page 58 of 876 Page 59 of 876 Page 60 of 876 Page 61 of 876 Page 62 of 876 From:Eric Gilbert To:Planning Subject:FW: OP 22-11-7 , SN 22-01-7 & ZN 7-22-05 Date:September 26, 2022 3:01:00 PM Eric Gilbert, MCIP RPP Senior Planner| Community Planning County of Oxford From: Brian Graydon Sent: September 26, 2022 12:22 PM To: Eric Gilbert <egilbert@oxfordcounty.ca> Cc: graydon001@hotmail.com Subject: OP 22-11-7 , SN 22-01-7 & ZN 7-22-05 CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hi Eric, As you and I discussed last week, myself and my wife ( Betty Lou Graydon) own the abutting property (100acs) west of the named application property. We do not object to the proposed application but have the following requests regarding this development. 1). Street extensions to the westerly property boundary for the proposed Esseltine Drive, Street H, and Street J. 2). Service lines to be oversized and extended for water and sanitary supplies. 3). Boundary fencing to be erected before development begins. Thanks for the opportunity to discuss these issues with you. Regards Brian Graydon Page 63 of 876 From:Eric Gilbert To:Planning Cc:Andrea Sinclair Subject:Fwd: Victoria Wood proposed development Date:March 14, 2023 4:53:43 PM OP 22-11-7 Begin forwarded message: From: Tanya Daniels Date: March 14, 2023 at 4:09:23 PM EDT To: Eric Gilbert Subject: FW: Victoria Wood proposed development Good afternoon, Communication for your planning file. Tanya Tanya Daniels Director of Corporate Services / Clerk From: Dave Beres Sent: Tuesday, March 14, 2023 3:59 PM To: Tanya Daniels Subject: FW: Victoria Wood proposed development Please forward to Planning From: Lorne Drury > Sent: Sunday, March 12, 2023 11:07 AM To: Deb Gilvesy <dgilvesy@tillsonburg.ca>; Dave Beres <DBeres@tillsonburg.ca>; Pete Luciani <pluciani@tillsonburg.ca>; Chris Parker <cparker@tillsonburg.ca>; Bob Parsons <bparsons@tillsonburg.ca>; Kelly Spencer <kspencer@tillsonburg.ca> Subject: Victoria Wood proposed development CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Re: Victoria Wood (Tillsonburg West) GP Inc. Development Application(s) For Official Plan Amendment, Draft Plan of Subdivision & Zone Change(s) File Nos: OP 22-11-7, SB 22-010-7 & ZN 7-22-05 Re: Victoria Wood (Tillsonburg West) GP Inc. Development Good morning Mayor Gilvesy and councillors, As you are aware, Baldwin Place residents have major concerns with the proposed Victoria Wood development and its effect on our community. We, like others in Baldwin Place, purchased our home here because of the quality of life it would offer. In short, we wanted a quiet, safe environment in which to live out our retirement years. If this Victoria Wood application goes ahead as originally planned, our quiet, safe Page 64 of 876 lifestyle would be severely impacted. Our community would be overrun with hundreds if not thousands of vehicles each day when the new development is built out. My wife and I live on Weston Drive and the new "Street J" that was included in the original proposal, would connect with Weston Drive directly in front of our home at 92 Weston. As I mentioned above, if this goes ahead we would be subject to hundreds of cars a day passing in front of our house, leading to both safety and noise concerns, not to mention the aggravation of all the headlights shining directly into our home at all hours of the day and night. We ask that council consider our concerns and ensure that the new development does not have roads that connect in any way with Baldwin Place, and specifically on Weston Drive or Esseltine Drive. We also ask that the town maintains a greenbelt around Baldwin Place as it now has and that any housing abutting Baldwin Place is similar in design and construction. Finally, we ask that when construction on the the new subdivision does occur, that all construction traffic is routed along Concession Street N. and not through Baldwin Place. Thank you for listening to our concerns..... if this new development is allowed to proceed as planned, the integrity of Baldwin Place as we know it would be lost forever. Regards Lorne and Jackie Drury 92 Weston Drive Page 65 of 876 From:Eric Gilbert To:Planning Cc:Andrea Sinclair Subject:Fwd: Proposed plans to develop the lands fronting the south side of Concession Street West, west side of Grandview Drive and Esseltine Drive, and northwest side of Weston Drive and are legally described as Part of Lots 8 & 9, Concession 11, Part Lot 8,... Date:March 14, 2023 4:52:47 PM Begin forwarded message: From: Tanya Daniels Date: March 14, 2023 at 3:55:40 PM EDT To: Eric Gilbert Subject: FW: Proposed plans to develop the lands fronting the south side of Concession Street West, west side of Grandview Drive and Esseltine Drive, and northwest side of Weston Drive and are legally described as Part of Lots 8 & 9, Concession 11, Part Lot 8, Con Good afternoon, Communication received for your planning file. Tanya Tanya Daniels Director of Corporate Services / Clerk From: Dave Beres Sent: Tuesday, March 14, 2023 3:55 PM To: Tanya Daniels Subject: FW: Proposed plans to develop the lands fronting the south side of Concession Street West, west side of Grandview Drive and Esseltine Drive, and northwest side of Weston Drive and are legally described as Part of Lots 8 & 9, Concession 11, Part Lot 8, Con Please Forward to Planning From: M & D McCord <> Sent: Monday, March 13, 2023 5:06 PM To: Councillors <councillors@tillsonburg.ca> Subject: Proposed plans to develop the lands fronting the south side of Concession Street West, west side of Grandview Drive and Esseltine Drive, and northwest side of Weston Drive and are legally described as Part of Lots 8 & 9, Concession 11, Part Lot 8, Conc... CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. To: Town of Tillsonburg - Mayor and Town Council Application(s) For Official Plan Amendment, Draft Plan of Subdivision & Zone Change(s) File Nos: OP 22-11-7, SB 22-010-7 & ZN 7-22-05 Re: Victoria Wood (Tillsonburg West) GP Inc. Development As a resident of the Baldwin Place Community I have grave concerns regarding the proposed Page 66 of 876 development plan including access roads to the subject lands through the community of Baldwin Place via an extension of Esseltine Drive and opening an access road on the southwest side of Weston Drive via Baldwin Street. The proposed roadways, connecting to existing Baldwin Place streets, create numerous Safety concerns for the residents of the Baldwin Place community. Baldwin Place is designated as an Adult Lifestyle Community and the existing road design limits volumes of traffic primarily to the local residents, visitors, and service vehicles, creating a quiet, safe environment for the senior population. The traffic study accompanying the development proposal forecasts a significant increase in vehicle traffic, negatively impacting the safety of the streets within and surrounding Baldwin Place. The increase in traffic volume will directly impact the Safety of our residents and the children attending Westfield Public School as seniors, children and others require additional time navigating roadways, sidewalks, and crosswalks. 1. We request that Esseltine Drive remains a permanently closed street at the western boundary of Baldwin Place. 2. We request a redesign of the southern access street (proposed as Street ‘I’) with no connection to Weston Drive, Jean Ferrie Court or Baldwin Street. We further request that no future street(s) connect to an existing Baldwin Place collector street. 3. We request the establishment of a greenbelt along the western boundaries of Baldwin Place and the proposed development, keeping all existing trees in the current greenbelt, and not permitting changes to the existing drainage system and swales. 4. We request that all new housing abutting Baldwin Place be zoned similar to existing Baldwin Place properties; Single Detached Dwellings (R2-4, R2-5 & R2-5(H)); Single story only; Maximum of 7.6 m in height. Refer to County of Oxford Official Plan, (sections 8.2 & 8.3) 5. We request that during construction of the proposed development, temporary access for construction vehicles not be permitted on any street within the Baldwin Place Community. All site storage, staging areas and temporary facilities should be located on the west side of the development and/or north of Esseltine Drive. Therefore, we request that the concerns listed above be met and the Developer’s proposals and plans be altered to maintain the safety and integrity of the Baldwin Place community and the surrounding residential areas. Sincerely, Mike and Diane McCord 35 Jones Cres. Tillsonburg, ON N4G 5X6 Page 67 of 876 From:Eric Gilbert To:Planning Cc:Andrea Sinclair Subject:Fwd: Proposed development West of Baldwin Place, Tillsonburg Date:March 14, 2023 4:53:12 PM OP 22-11-7 Begin forwarded message: From: Tanya Daniels Date: March 14, 2023 at 4:09:03 PM EDT To: Eric Gilbert Subject: FW: Proposed development West of Baldwin Place, Tillsonburg Good afternoon, Communication for your planning file. Tanya Tanya Daniels Director of Corporate Services / Clerk From: Dave Beres Sent: Tuesday, March 14, 2023 3:58 PM To: Tanya Daniels Subject: FW: Proposed development West of Baldwin Place, Tillsonburg Please forward to Planning From: P & E Buckley > Sent: Monday, March 13, 2023 12:32 PM To: Deb Gilvesy <dgilvesy@tillsonburg.ca>; Dave Beres <DBeres@tillsonburg.ca>; Pete Luciani <pluciani@tillsonburg.ca>; Chris Parker <cparker@tillsonburg.ca>; Bob Parsons <bparsons@tillsonburg.ca>; Kelly Spencer <kspencer@tillsonburg.ca> Subject: Proposed development West of Baldwin Place, Tillsonburg CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Elaine and Peter Buckley 55 Hogarth Drive, Tillsonburg 905 637 3961 Dear Councilor, We are writing to you in response to the proposed plans to develop the lands fronting the south side of Concession Street West, west side of Grandview Drive and Esseltine Drive, and northwest side of Weston Drive and are legally described as Part Page 68 of 876 of Lots 8 & 9, Concession 11, Part Lot 8, Concession 12 (Dereham) in the Town of Tillsonburg. The proposed development plan includes access roads to the subject lands through the community of Baldwin Place via an extension of Esseltine Drive and opening an access road on the southwest side of Weston Drive via Baldwin Street. The proposed roadways connecting to existing Baldwin Place streets create numerous Safety concerns for the residents of the Baldwin Place community. Baldwin Place is designated as an Adult Lifestyle Community and the existing road design limits volumes of traffic primarily to the local residents, visitors, and service vehicles, creating a quiet, safe environment for the senior population. The traffic study accompanying the development proposal forecasts a significant increase in vehicle traffic, negatively impacting the safety of the streets within and surrounding Baldwin Place. The increase in traffic volume will directly impact the Safety of our residents and the children attending Westfield Public School, as seniors and children require additional time navigating roadways, sidewalks, and crosswalks. 1. We request that Esseltine Drive remains a permanently closed street at the western boundary of Baldwin Place. 2. We request a redesign of the southern access street (proposed as Street ‘I’). We further request that no future street(s) connect to an existing Baldwin Place street. 3. We request the establishment of a greenbelt along the western boundaries of Baldwin Place and the proposed development, keeping all existing trees in the current greenbelt, and not permitting changes to the existing drainage system and swales. 4. We request that all new housing abutting Baldwin Place be zoned similar to existing Baldwin Place properties; Single Detached Dwellings (R2-4, R2-5 & R2-5(H)); Single story only; Maximum of 7.6 m in height. Refer to County of Oxford Official Plan, (sections 8.2 & 8.3) 5. We request that during construction of the proposed development, temporary access for construction vehicles not be permitted on any street within Baldwin Place. All site storage, staging areas and temporary facilities should be located on the west side of the development and/or north of Esseltine Drive. We therefore strongly request that all concerns listed above be met and the Developer’s proposals and plans be altered to maintain the safety and integrity of the Baldwin Place community and the surrounding residential areas. Yours Truly Elaine and Peter Buckley Page 69 of 876 October 3, 2022 Eric Gilbert Senior Planner As per our telephone conversation of September 19, I am addressing in writing some of my concerns regarding the Application for development of Part of Lots 8 & 9, Concession 11, Part of Lot 8, Concessions 12 (Dereham), in the Town of Tillsonburg. My wife and I (Sibylle DiLella) represent Regine and Doug Ross of 151 Concession St West. In our discussion, I identified three issues of concern as it relates to the proximity of this development in relation to the west and south property boundaries of the Ross property. Along these two property lines are a row of mature trees, some of which are just inside the property line, some falling in the middle of the property line and some just outside the property line. It is obviously our desire to maintain all these trees; however, I do realize that this may not be possible. We would like to request that a discussion with the owner (Victoria Wood GP Inc.) and ourselves be arranged prior to the commencement of development in the proximity of these two property lines. We would expect and insist that any tree that lies fully on the Ross property remain standing with the exception for allowances of branches that may overhang the lands to be developed as per county guidelines. A discussion and plan of the remaining trees is requested. My second topic was of the type of fencing to be erected along these property lines. I fully understand that the type of fencing is reflective of the location of the remaining trees which line the property. We would also like a discussion regarding this item as well. Lastly, I would like to provide some input in regards to the dedicated parkland allotted. I do understand from our discussion that a revision of the parkland will be presented in a new plan draft later this fall. Eric I believe that you mentioned 5% must be reserved. I was expecting more. I am disappointed in the fact that parks and green space is rapidly disappearing in the Town of Tillsonburg. I have lived here for over 30 years, our residential area and population have increased substantially and green space in relation has declined. Although I am receptive to new residential developments, I am saddened to see trees and green space disappear. I am sure that you and Town council are well aware of what I am presenting. We, my wife and I have created our own green space of approximately 2.5 hectares through a trees Ontario grant. We maintain this ongoing and wish to preserve it for future generations. Preservation of green space is of great importance to us and should be for the entire Tillsonburg community. Please pass this letter on to the owners Victoria Wood and anyone involved in the development process of these lands. Thank-you Stephen and Sibylle DiLella 147 Concession St West Tillsonburg, Ontario Page 70 of 876 Page 71 of 876 PLANNING JUSTIFICATION REPORT ZONING BY-LAW AMENDMENT & PLAN OF SUBDIVISION Victoria Wood (Tillsonburg-West) GP Inc. Town of Tillsonburg, Oxford County Date: April 2022 Prepared by: MHBC 540 Bingemans Centre Drive, Suite 200 Kitchener, Ontario T: 519.576.3650 F: 519.576.0121 Our File 21204A Page 72 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 1 Contents 1.0 INTRODUCTION ....................................................................................................................................................................... 2 Pre-Consultation ............................................................................................................................................................... 3 2.0 SITE DESCRIPTION & CONTEXT ....................................................................................................................................... 4 3.0 PROPOSED APPLICATIONS ............................................................................................................................................... 6 Zoning By-law Amendment ...................................................................................................................................... 6 Plan of Subdivision........................................................................................................................................................... 9 3.2.1 Design Principles for Draft Plan of Subdivision ........................................................................................ 9 3.2.2 Description of Draft Plan ........................................................................................................................................ 9 3.2.3 Phasing Summary ..................................................................................................................................................... 12 4.0 PLANNING ANALYSIS ......................................................................................................................................................... 14 Provincial Policy Statement (2020) ...................................................................................................................... 14 4.1.1 Settlement Areas ....................................................................................................................................................... 14 4.1.2 Housing ........................................................................................................................................................................... 15 4.1.3 Public Spaces, Recreation, Parks, Trails and Open Space ................................................................. 15 4.1.4 Sewage, Water and Stormwater ...................................................................................................................... 16 4.1.5 Transportation ............................................................................................................................................................. 16 4.1.6 Natural Heritage ......................................................................................................................................................... 17 Oxford County Official Plan ...................................................................................................................................... 18 4.2.1 County Wide Policies .............................................................................................................................................. 18 4.2.2 Land Use Policies for the Town of Tillsonburg ........................................................................................ 21 4.2.3 Oxford County Official Plan Summary ......................................................................................................... 25 Zoning By-law Analysis ............................................................................................................................................... 26 5.0 PLANNING ACT CONSIDERATIONS ............................................................................................................................ 29 6.0 REVIEW OF TECHNICAL REPORTS ............................................................................................................................... 32 Environmental Impact Study ................................................................................................................................... 32 Transportation Impact Study ................................................................................................................................... 32 Functional Servicing Report ..................................................................................................................................... 33 Additional Reports ......................................................................................................................................................... 34 7.0 PUBLIC CONSULTATION STRATEGY .......................................................................................................................... 35 8.0 SUMMARY & CONCLUSIONS ......................................................................................................................................... 36 Page 73 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 2 1.0 INTRODUCTION MHBC Planning has been retained by Victoria Wood (Tillonsburg-West) GP Inc. (“Victoria Wood”) to prepare a Planning Justification Report in support of a proposed residential subdivision in Tillsonburg. The lands owned by Victoria Wood are legally described as Part of Lots 8 & 9, Concession 11, Part of Lot 8, Concession 12 (Geographic Township of Dereham), Municipality of the Township of Southwest Oxford, Municipality of the Town of Tillsonburg, in the County of Oxford. Victoria Wood’s land holdings include lands both within, and outside of, the Town of Tillsonburg settlement boundary. The development proposal outlined within this report relates to the portion of the lands within the settlement boundary, referred to herein as the “subject lands”. The subject lands are generally located to the west of Quarter Town Line and south of Concession Street West. The subject lands have a total area of 41.504 hectares (102.559 acres) and are presently comprised of vacant lands (used for interim agricultural purposes) and natural features (notably a woodlot at the south of the property). The Plan of Subdivision proposes a mix of housing types, two stormwater management blocks, walkway connections, two public parks and multiple road connections to surrounding lands and the existing road network. The additional lands owned by Victoria Wood are located immediately to the west of the subject lands, and are outside of the limits of the draft plan. The applications required for the development of the proposed subdivision, include a Zoning By- law Amendment and a Draft Plan of Subdivision application. The applications are submitted as part of a complete submission. This Planning Justification Report supports the planning applications and asses the proposal in the context of the applicable planning framework. In support of the applications, this Planning Justification Report includes: • An introduction and general description of the subject lands, surrounding uses and existing conditions, to provide an understanding of the locational and policy context; • A description of the proposed Zoning By-law Amendment; • A review and analysis of existing policy framework in relation to the proposed development and assessment of consistency with the Provincial Policy Statement and conformity with the County of Oxford Official Plan; and, • Consideration and integration of recommendations from the supporting studies and reports. The applications represent a cohesive approach to establishing zoning for the subject lands while responding to the existing Official Plan policy framework. Implementation of the Zoning By-law Amendment is to occur through the proposed Plan of Subdivision. Page 74 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 3 Pre-Consultation A number of informal pre-consultation meetings have been held with the County of Oxford planning department. A summary of the required reports and materials for complete application is below: • Application Forms • Environmental Impact Study • Functional Servicing Report • Planning Justification Report • Traffic Impact Study • Archaeological Assessment • Geotechnical Report All required reports have been prepared and submitted concurrently with the Planning Applications. In addition to the Pre-Consultation meeting, there have been multiple meetings with County and Township staff and the Thames Valley District School Board regarding surplus lands adjacent to the proposed subdivision, which include the future extension of Dereham Drive. The subdivision has been designed with consideration of how roads could be extended to connect these lands in the future. There have also been discussions regarding potential boundary expansions in Tillsonburg. Should the remainder of lands owned by Victoria Wood (the “additional lands”) be brought into the urban boundary, the draft plan of subdivision can be revised to accommodate these lands. Technical studies were prepared with consideration of the potential unit increase if the TVDSB lands and additional lands are developed in the future. Page 75 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 4 2.0 SITE DESCRIPTION & CONTEXT The subject lands are located west of Quarter Town Line and south of Concession Street West. The subject lands are located at the western boundary of the existing Tillsonburg Urban Area. Existing residential development is located to the east of the subject lands and to the north (on the north side of Concession Street West). Westfield Public School is located immediately east of the subject lands. The location of the subject lands is shown in Figure 1. The subject lands have a total area of 41.504 hectares and are currently vacant. The subject lands have frontage on Concession Street West and Weston Drive. Existing Grandview Drive and Esseltine Drive currently terminate at the eastern boundary of the subject lands. These roads will be extended into the subject lands ensuring that the proposed development is well connected to the surrounding road network. The surrounding area is primarily comprised of residential and agricultural uses. The surrounding context is described in detail below and illustrated on Figure 1. NORTH: Concession Street West abuts the northern boundary of the subject lands. Lands north of Concession Street are developed with residential uses (single detached dwellings). Crosspoint Community Church is also located to the north EAST: Between the subject lands and Quarter Town Line, lands are primarily developed with residential uses. At the northwest corner of Concession Street West and Quarter Town line there is a plantation woodlot. South of this, along Quarter Town Line are single detached dwellings. Westfield Public School and a newer residential neighbourhood also located east of the subject lands. The abutting subdivision is primarily comprised of single detached dwellings, however townhouse dwellings have also been constructed. The Baldwin Place Community Centre is located a short distance east of the subject lands as well. Downtown Tillsonburg is approximately 2.5 kilometres east of the subject lands. SOUTH: Weston Drive and an existing Woodlot form the southern boundary of the subject lands. There are a limited number of single-detached dwellings south of the subject lands (on Weston Drive and Jean Ferrie Court). An existing trail connection starts at the termination of Weston Drive. Lands further to the south include a number of employment uses. WEST: Lands to the west are primarily used for agricultural purposes and are located outside of the Tillsonburg urban boundary. This includes an additional 6.20 hectares owned by the owner of the subject lands. Page 76 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 5 The subject lands are well-connected to the existing road network. The subject lands have frontage on Concession Street West and Weston Drive which are classified as arterial and collector roads respectively, and are connected to the broader local and County road network. Road stubs at Grandview Drive and Esseltine Drive currently extend to the limits of the subject lands, providing additional opportunities for connectivity. Dereham Drive is also intended to extend to the subject lands. With respect to public transit, TGO Transit provides in-town transit options. This network includes stops within close proximity to the subject lands at Westfield School and the Baldwin Community Centre. The transit service also runs along Concession Street. Via this service, future residents of the proposed development will be able to take transit to downtown and to employment areas. There is an existing multi-use trail (Veteran’s Memorial Walkway) near the southern boundary of the subject lands. This trail provides for a pedestrian connection to downtown. The subject lands are also located proximate to schools, parks and open space uses. In summary, the subject lands are well located in an area primarily comprised of residential uses. The variety of unit types proposed within the subject lands will add to the types of housing currently available in southwest Tillsonburg. The subject lands are well connected to the existing road network and existing active transportation and public transit routes. Page 77 of 876 Page 78 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 6 3.0 PROPOSED APPLICATIONS This section describes the proposed planning applications that apply to the subject land, including the proposed Plan of Subdivision and Zoning By-law Amendment applications. Zoning By-law Amendment Town of Tillsonburg Zoning By-law 3295 was passed on May 28, 2008 and has been subsequently amended. The Zoning By-law implements the County Official Plan. The subject lands in their entirety are zoned ‘Future Development Zone’ (FD) as shown on Figure 2. The proposed zoning by-law amendment will bring the lands into conformity with the residential and open space designations in the County’s Official Plan. The current zoning permits limited interim uses. The proposed zone change application is to rezone the subject lands to establish appropriate zones and site specific regulatory standards to permit the proposed subdivision. The proposed Zoning requested through the Zoning By-law Amendment is shown on Figure 3 and described on Table 1 below: Table 1: Proposed Zoning Proposed Zone Block Site Specific Regulations High Density Residential Zone (RH) Block 38 (High Density) • Add limited non-residential uses to allow for mixed-use development (day care, health office, personal services, convenience store, drug store, coffee shop) • Add multiple dwelling to allow for stacked townhouse form of development • Maximum setback from centerline of an Arterial Road – 16.0 metres • No requirement for Children’s Outdoor Play Area • That the minimum distance between apartment dwellings on one lot be 12.5 metres and 6 metres where neither wall contains a window to a habitable room. Medium Density Residential Zone (RM) Blocks 36 and 37 (Medium Density) • For Block 37 add limited non-residential uses to allow for mixed-use development (day care, health office, personal services, convenience store, drug store, coffee shop) Page 79 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 7 Proposed Zone Block Site Specific Regulations • That the maximum number of dwelling units per Multiple Unit Dwelling not apply to any stacked townhomes or back-to-back townhomes. • For Street Fronting Townhomes the site specific regulations for the R3 zone shall apply. • That the minimum lot areas per dwelling unit for Multiple Unit and Apartment dwellings be 115 m2 per dwelling unit. • That the minimum front yard for Multiple Unit and Apartments be 4.5 metres and 6.0 metres to any garages. The 4.5 metres would apply to front porches and/or the habitable portions of the dwelling (i.e. there would not be a further encroachment for front porches). • That the minimum exterior side yard for Multiple Unit and Apartments be 4.5 metres and 6.0 metres to any driveways. • That the minimum rear yard for Multiple Unit and Apartment dwellings that are 11 metres or less in height be 7.5 metres. • That the minimum interior side yard for Multiple Unit and Apartment dwellings that are 11 metres or less in height be 1.2 metres. • That the minimum distance to the centerline of an arterial road be 16.0 metres. • That the minimum distance between Multiple Unit Dwellings on One Lot be 4.5 metres and 3.6 metres when neither wall contains a window to a habitable room. • That the minimum distance between apartment dwellings on one lot be 12.5 metres and 6 metres where neither wall contains a window to a habitable room. Low Density Residential – Type 3 Zone (R3) Blocks 19-20, 30-33 and 34-35. • For Blocks 19-20 and 34 and 35, permitted uses shall also include single-detached dwellings in accordance with site specific regulations requested in the R2 zone. • The following minimum lot areas shall apply: o 180 m2 for an interior unit o 216 m2 for an end unit o 315 m2 for a corner unit • The following minimum lot frontages shall apply: o 6.0 metres for an interior unit Page 80 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 8 Proposed Zone Block Site Specific Regulations o 7.2 metres for an end unit o 10.5 metres for a corner lot • That the minimum front yard for Multiple Unit and Apartments be 4.5 metres and 6.0 metres to any garages. The 4.5 metres would apply to front porches and/or the habitable portions of the dwelling (i.e. there would not be a further encroachment for front porches). • That the minimum exterior side yard setback shall be 4.5 metres and 6.0 metres to a driveway. • That the minimum interior side yard for end units shall be 1.2 metres. • That the minimum distance from the centerline of an arterial road be 16.0 metres. • That the maximum lot coverage shall be 55%. Low Density Residential Type 2 Zone (R2) Blocks 1-18 and 21-29 • For Blocks 23 and 24, a minimum frontage of 12.192 metres, • For corner lots a minimum lot area of 360 m2. • For corner lots, a minimum lot frontage of 12 m. • That the minimum front yard setback shall be 4.5 metres and 6.0 metres to an attached garage. • That the minimum exterior side yard setback shall be 4.5 metres and 6.0 metres to the driveway. • That the minimum interior side yard shall be 1.2 metres. Active Use Open Space Zone (OS2) Blocks 42-43 (Parks) None proposed Passive Use Open Space Zone (OS1) Block 44-46 (Open space and Stormwater Management) • For Block 46, a minimum frontage of 6.0 metres • For Block 44, no minimum frontage requirement An analysis of the proposed zoning and site specific regulations is contained at Section 4.3 of this Report. Page 81 of 876 FD I i ;ic � ili " " I i • I I FD FD t I .. .. Q ci"' <I ... • FD R1 LOW DENSITY RESIDENTIAL TYPE 1 ZONE R2 LOW DENSITY RESIDENTIAL TYPE 2 ZONE R3 LOW DENSITY RESIDENTIAL TYPE 3 ZONE OS1 PASSIVE USE OPEN SPACE ZONE OS2 ACTIVE USE OPEN SPACE ZONE FD FUTURE DEVELOPMENT ZONE 5ft l<[Y MAP 12 , • INl SfF KEY MAP 39 m PL A NNING URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING DATE: Feb 09, 2022 SCALE 1 : 1 0 ,000 (]) 200-540 BINGEMANS CENTRE DR. KITCHENER . ON. N2B 3X9 P:519.576.3650 F: 519.576.0121 WWW .MHBCPLAN.COM P \21204'MGraph1cs\ Figure 10 Existing Zoning -Key Maps 23 & 24 - Feb 09, 2022 Figure 2 Existing Zoning Town of Tillsonburg Key Maps 23 & 24 '• = •J SUBJECT LANDS Page 82 of 876 I. • 0 R1 LOW DENSITY RESIDENTIAL TYPE 1 ZONE R2 LOW DENSITY RESIDENTIAL TYPE 2 ZONE R3 LOW DENSITY RESIDENTIAL TYPE 3 ZONE OS1 PASSIVE USE OPEN SPACE ZONE OS2 ACTIVE USE OPEN SPACE ZONE FD FUTURE DEVELOPMENT ZONE Sf[ KrY MAP 12 NEWEUROAO SEE Kf Y MAP 39 m PL A NNIN G URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING DATE: March 30 , 2022 SCALE1 :1 0 ,000 CD eo,=•-"'m""'"" ' 200-540 BINGEMANS CENTRE DR. KITCHE NER , ON, N28 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLA N.COM Proposed Zoning -Key Maps 23 & 24 -March 30, 2022 Figure 3 Proposed Zoning Town of Tillsonburg Key Maps 23 & 24 i. = ■.I SUBJECT LANDS Page 83 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 9 Plan of Subdivision The proposed Plan of Subdivision (Figure 4) has been designed to form an integrated community that is comprised of blocks intended for residential development (including low, medium and high density residential uses), parks, open space and stormwater management facilities well as multiple connections to the existing road network. 3.2.1 Design Principles for Draft Plan of Subdivision The Plan of Subdivision was based on the following design principles: • Achieve a high quality community design and built form that contributes to place making; • Create a safe and pedestrian friendly environment which encourages active transportation; • Emphasize the public realm, particularly at entrances, terminating views and other highly visible locations; • Include an active transportation network that connects residents with planned parks, existing active transportation network and surrounding communities; • Provide a positive pedestrian experience along street frontages through architectural design/articulation, enhanced landscaping, active streetscapes and a walkable community; • Include a range and mix of residential land uses; • Promote sustainable design throughout the community, including the efficient use of energy, land and infrastructure; • Identify and provide for the long term protection and enhancement of natural heritage features; and • Address universal and age-friendly design considerations by providing a full range of unit types, including those that will allow residents to age-in-place. The Plan of Subdivision was designed to contribute to a complete, vibrant and healthy community. The design of the proposed development is intended to provide for a mix and range of unit types, a well-connected network of streets, sidewalks and trails that provide attractive streetscapes and enhance overall connectivity. 3.2.2 Description of Draft Plan The draft plan of subdivision has a total area of 41.504 hectares and is summarized in Table 2 and described below: Table 2: Draft Plan of Subdivision Overview Description Blocks Units Area % of Subdivision High Density (Apartments/Multiple Dwellings) 38 202-355 3.303 ha 7.96% Page 84 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 10 Description Blocks Units Area % of Subdivision Medium Density (Apartments, Multiple Dwellings) 36-37 121-240 3.901 ha 9.40% Low Density (Single Detached) 1-18, 21-29 293-381 15.607 ha 37.60% Low Density (Single Detached /Towns) 19-20, 34- 35 50-90 2.200 ha 5.30% Low Density (Street Townhouses) 30-33 48-65 1.646 ha 3.97% Parks 42-43 - 1.360 ha 3.28% Stormwater Management 45-46 - 2.487 ha 5.99% Open Space 44 - 1.400 ha 3.37% Walkway 39 - 0.010 ha 0.02% Walkway/Servicing Corridor 40-41 - 0.043 ha 0.10% 0.3 m Reserves 47-48 - 0.002 ha 0.00% Road Widening 49-50 - 0.093 ha 0.22% Roads - - 9.552 ha 23.01% TOTAL 50 714-1,131 41.504 ha 100% High Density (Block 38) One block for High Density residential uses is proposed. Block 38 is located at the northeast corner of the plan, proximate to the Concession Street West and Quarter Town Line intersection and is planned to accommodate multiple residential and apartment forms of housing to maximum height of 22 metres (approximately 6-7 storeys). Block 38 has a density range of 202-355 units based on the minimum and maximum densities contemplated by the Official Plan. Access to this block will be provided via Concession Street West and proposed Street ‘A’. Site specific provisions are proposed to also allow limited non-residential uses, and to expand the list of permitted residential uses to include multiple residential (which could include stacked townhouse or back-to-back townhouse units). Future site plan approval and likely plan of condominium applications will be required for the high density residential block. Multiple Residential (Blocks 36-37) Two blocks are planned to accommodate a variety of multiple residential building types which may include low-rise apartments, cluster townhomes, stacked townhouses and back-to-back townhouses. The proposed unit types are intended to be distributed across each block such that there is a variety in dwelling types across the neighbourhood (with higher density forms of medium density residential closer to Concession Street West. Block 36 is located adjacent to Westfield Public School. It will have access off of Dereham Drive and proposed Street “F”. Block 37 is located at the northwest corner of the subject lands and will have access to Concession Street West and proposed Street “A”. A range of 31-62 units are proposed within Block 36 and a total of 76-151 units are Page 85 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 11 proposed within Block 37. The unit ranges are based on the minimum and maximum densities permitted in the Official Plan. The proposed zoning for Block 37 includes limited non-residential uses to allow for the potential of a mixed use site. Future site plan approval and likely plan of condominium applications will be required for each of the medium density residential blocks. Street Townhouses (Blocks 30-33 and Blocks 19-20 and 34-35) Blocks intended for street townhomes are included in the draft plan of subdivision to ensure that a wide range of housing types will be accommodated. These blocks, identified as Blocks 30-33 are located near the north of the draft plan limits, in close proximity to the proposed park. Blocks 19- 20 and 34-35 are proposed to be zoned to allow for single detached or street townhouse units, which will allow the market to dictate the ultimate mix of unit types. These blocks are located in the central and southern parts of the draft plan, which allows for a mix of unit types throughout the entire neighbourhood. Single and Semi-detached Dwellings The majority of the blocks (Blocks1-18 and Blocks 21-29) are proposed to be zoned R2 and are intended to be developed as single detached dwellings. Semi-detached dwellings are also permitted within this zone. Parks (Blocks 42, 43) Parkland dedication for the draft plan of subdivision is proposed to be satisfied through a combination of land and cash-in-lieu. Two parks are proposed at the north and south ends of the Draft Plan of Subdivision. The location of these parks were determined to ensure that all residents would have a park within close walking distance. Westfield Public School offers additional park space towards the central of the plan, meaning future residents will have three parks within walking distance. The parks measure 0.692 ha (Block 42) and 0.688 ha (Block 43) respectively. The remainder of the parkland dedication will be satisfied through cash-in-lieu, with the intent being the cash contribution can allow for upgraded park facilities within Blocks 42 and 43. Both parks have been designed with substantial frontage on proposed public roads, with each park having access on two future public streets. The north park forms a terminating view as one approaches this space from Street ‘A’ or Street ‘D’. The south park will be connected to a trail loop through the proposed SWM block (Block 45) via a walkway block. The trail loop will connect to the existing trail at the terminus of Weston Drive. Stormwater Management (Blocks 45-46) Two blocks for stormwater management have been provided within the Draft Plan of Subdivision (Blocks 45 and 46) with two blocks for access (service corridors) proposed from the public road to the facilities (Blocks 40 and 41). Due to the split drainage condition on the subject lands, there is a need for stormwater management facilities at the north and south portions of the subject lands. Road Widening (Blocks 49 and 50) The Draft Plan of Subdivision includes a road widening along the Concession Street West frontage of the subject lands. This land will be dedicated to the Town of Tillsonburg as a condition of approval of the Plan of Subdivision and will be used for the future widening of Concession Street West. Public Roads Page 86 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 12 The Draft Plan of subdivision incudes multiple new public roads which will connect the proposed neighbourhood to Concession Street West; Grandview Drive; Dereham Drive; Esseltine Drive; and Weston Road. Road stubs are also provided to lands west of the subject land to allow for future connections should the lands be brought into the Tillsonburg Urban Area. Street ‘A’ and Grandview Drive are proposed as 22.0 metre right-of-ways as recommended by the Traffic Study. Street “J” from between Weston Road and Street “I” is also proposed to be 22.0 metres. The remaining roads are designed as local roads with a 20 metre wide right-of-way widths in order to accommodate two- way traffic and sidewalks on both sides. All multiple residential blocks, have frontage on existing and proposed public roads. Open Space and Trails The existing woodlot at the south of the subject lands is proposed to be retained as an open space block. The south SWM block is located adjacent to the Open Space block providing a connected open space system. Extra lot depths are proposed backing onto the open space block to provide for tree saving opportunities within the rear lots. A trail connection is proposed through the south SWM block which will provide pedestrian access to the existing trail on Weston Drive. The trail will be well connected to the south park via the proposed walkway connection (Block 41). A trail loop can also be accommodated within the north SWM block. These trails, combined with sidewalks will provide for multiple walking routes within the community. 3.2.3 Phasing Summary A Phasing Plan is included as Figure 5 to this report. The Phasing Plan demonstrates that the proposed development is to be constructed in multiple phases. The Phasing Plan has been prepared based on the following assumptions: • Phase 1 or Phase 6 could be a first phase. However, for Phase 6 to be first a second means of access would be required as each includes the construction of a Stormwater Management pond and the extension of existing services. • Phase 1 requires construction of the north SWM pond, the extension of Grandview Drive and the construction of Street 'A'. • Phase 2, 3 and 4 could proceed in any order, together with or immediately following completion of Phase 1. • Phase 5 requires the extension of Dereham Drive and related services. Phase 5 could proceed in advance of Phases 2, 3, and 4. Phase 5 could proceed as the first Phase if its boundaries were extended to include the north Stormwater Management block. For Phase 5 to proceed first, two road connections would be required: one to Dereham Drive; and one to Esseltine. Page 87 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 13 • Phase 6 is required before Phases 7 and 8 can proceed and will require a temporary second means of access. • Phase 7 could proceed immediately following or together with Phase 6 provided a second means of access is secured. • Phase 8 could follow together with or immediately after Phase 7. Phase 8 could also advance ahead of Phase 7 provided servicing connections are provided. In the future, Site Plan Approval and Plan of Condominium applications will be required for each of the Medium and High Density Residential blocks and additional stormwater measures may be required on these blocks. Page 88 of 876 XXXXXXXXX X X X X XXXXXXXXXXXX 26.43m24.39m31.63m20.13m31.83m 34.86mPART 1 41R-9064AREA=0.12HA WALK W A Y T O DOW N T O W N 1+200 1+100 1+20 0 PART 7 41 PAR T 1 PAR T 4 PART 8PART 9 54 4964 0+100200∅ S A N 300∅ S T M MH S A 5 4 MH S T 5 4 CB 5 4 A CB 5 4 B MH ST53MH SA53240.0 240.0 240.0 240.0240.0240.0241.0241.0 241.0 241. 0 242. 0 241.0 241.0241.0 2 42 . 0 242. 0 242.0 242. 0 242. 0 240.0 240.0 240.0241.0241.0 241.0240.0 240.0 240. 0 240.0 240.0 1.5m CONCRETE SIDEWALK61.6m - 200∅ SAN @ 0.49%62.4m - 450∅ STM @ 1.01%EX. 300∅ DI WATERMAIN 1.5m C O N C R E T E SI D E W A L K 1.5m C O N C R E T E SI D E W A L K (AB A N D O N E D ) 150 ∅ W M FORM E R T RI L LI U M R AI L W A Y ( A B A N D O N E D ) 3.0m WI D E A S P H A L T P A T H 3.0m WI D E A S P H A L T P A T H FUT. C B FUT. C B CB 5 4 D CB 5 4 C 39.4m - 250∅ STM @ 1 .50% 48 1.8m C O N C R E T E SIDE W A L K200∅ PVC DR18 WATERMAINDI 61CMH ST61MH SA21MH ST62MH SA22MH ST67 MH SA27 MH ST66 MH SA26 MH SA25MH ST65MH SA24MH ST64MH S T 6 3 MH S A 2 3 CB64 C DCB6 4 B DCB6 4 ACB62BCB62ADI 62CCB65ACB65BHYD WV 46.7 m - 3 7 5 ∅ S T M @ 0. 7 0 % 48.8 m - 2 0 0 ∅ S A N @ 0 . 5 0 % 25.2m - 450∅ STM @ 0.44% 28.6m - 200∅ SAN @ 0.49%CB 61ACB 61B35.7m - 300∅ STM @ 1.70%1.5m CONCRETE SIDEWALKWVHYD22.5 ° B E N D 45° BENDWVWVWVWVWVWV200x150 REDUCER3.0m EASEMENT 1 300 1 400 EDGE O F FI E L D 84-11 80-1 FUTURE 11.2m BACK TO BACK BARRIER CURB3.0m EASEMENT 80-280-3 TRIL LI U M R AI L PHASE 9APHASE 9BPHASE 9A REYNOLDS WAY SUBDIVISIONTHE OAKS SUBDIVISIONTHE OAKS SUBDIVISION1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK70-1270-1370-1470-1570-1670-1770-1870-1970-2070-21 71-171-271-371-471-571-671-780-1880-1980-2080-2180-22PHASE 9BPHASE 9APHASE 9BPHASE 9ABH 5 BH 6 BH 7 BH 9 BH 8PHASE 9ATOP E D G E O F W A L L TOE O F W A L L2010 x 2240 VERT. ELLIPSE CULVERT TOP E D G E OF W ALL BOTT O M OF W ALL SWANCE DR A I N WALKWAYPARKETTE20.1 2 m R O W 15 .0m ROWEX. 300∅ DI WATERMAINDIM H ST 1 15 . 4m- 200 ∅ S TM @ 1 . 1% ±1000mm∅ PERFORATED CMP STAND PIPE INLET237.5237.5237 .5 237 .5237.5237.5 236.1236.1 236.1236 . 1 236 .0236.0236.0 236.0234.85234.85 234.85234 .853.0m - TOP OF BERM3.0m - WALKWAY4:1 4:1 4:1BOTTOM OF 3:1 SLOPE3.0m - WALKWAY4:1 R=2 0 . 0 0 m 75.0m - SWALE @ 1.0%73.9m - 1200∅ STM @ 0.30%HYD WV WVWVWVWVWVWV 356 1 4 20 19 17 16 FUTURE 1.5m CONCRETE SIDEWALKFUTURE 11.2m BACK TO BACK BARRIER CURBSTORM WATER MANAGEMENT AREAPHASE 1 PHASE 2 PHA S E S 7 PHA S E 2 PHA S E 3 224.0 224.0 224 . 0 224.0 224. 0 224.0 224. 0 224.0 224.0 2 2 4 . 0 224.0224.0 224. 0 224.0 223. 0 223.0223.0223.0 22 3 . 0 223.0 223. 0223.0223. 0 223. 0 223.0 223. 0 222.0 2 2 2 . 0 222 . 0 2 2 2 . 0 222.0 2 2 2 . 0 222.0222.0221.0 221.0222.0225.0225.0 225. 0 225. 0 226. 0 227. 0 228. 0 229. 0230. 0 231. 0 232. 0 233. 0 234. 0235.0 236.0 237.0 238.0 226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0236.0237.0238.0239.0225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235. 0 236. 0 237. 0 238.0 240.0239.0238.0237.0236.0235.0234.0234.0235.0 2 3 6 . 0 2 3 7 . 0 2 3 8 . 0239.0 224. 0 225 . 0 22 6 . 0 22 7 . 0 22 8 . 0 2 2 9 . 0 2 3 0 . 0 23 1 . 0 23 2 . 0 23 3 . 0 2 3 4 . 0 2 3 5 . 0 2 3 6 . 0 236.0 235.0 234.0 233.0 232.0 231.0 230.0 229.0 228. 0 227.0226.0225. 0 224.0 225.0226.0227.0228.0229.0230.0231 .0232.0233.0 2 3 4 . 0235.0225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0225.0226.0227.0228.0229.0230.0231.0232.0233.0234.0235.0236.0235.0 2 3 4 . 0 2 2 3 . 0 2 2 4 . 0 2 2 5 . 0 2 2 6 . 0227.02 2 8 . 0 2 2 9 . 0230.02 3 1 . 0 2 3 2 . 0 2 3 3 . 0234.0 224. 0 225. 0 226. 0 227. 0 228. 0 229. 0 230. 0 231. 0 232. 0 232. 0 231.0 230.0 229.0 228.0 227.0 226.0 225.0 224.0 223. 0 222.0 221. 0 220. 0 239.0 237.0 238.0 239.0 2 3 6 . 0 237.0238.02 3 9 . 0 238.0238.0 239 . 0 237. 0237.0236.0236.0 235.0 235 . 0 235.0233.0 23 2 . 0 239.0240.0240.0240.0240.0240.0 23 9 . 0 24 0 . 0 240.0 240.0 240.0240.0240.0 240.0 240.0 240.0240.0240.024 1 . 0 241.0241. 0 241.0241.0241. 0 241.0 241. 0 241. 0 241. 0 241. 0 2 4 1 . 0 241. 0 241.0241.0 242.0 242.02 4 2 . 0 242.0242.0242.0242. 0 242. 0 242. 0 242. 0 242. 0 241.0241. 0 241. 0 241. 0 241.0 241.0241.0 241.0 2 4 2 . 0 242. 0 242. 0 242. 0 242. 0 242. 0 242. 0 242. 0 243. 0 243. 0 240.0 240.0 240.024 1 . 0 241.0241.0 241.0240. 0 240.0 240.0240.0240. 0 240.0 240.0 240.0 239.0239.0WVFUTURE 1.5m CONCRETE SIDEWALK4:1 SLOPED GRATEINLET=238.81 NINV.= 237.26 SEX. 300∅ DI WATERMAINEX. 300∅ DI WATERMAINPHA S E 1239.01200mm∅ CONCRETEHEADWALLDI 2A (T) 600x600mmFUTURE 900∅ STMFORMER TRILLIUM RAIL 2.5m - 250∅ CMP NIPPLE @ 0.8% ±1 220 x 122 0mm POND OU T L E TCONTROL CHAMBER S T 105 EMERGENCY OVERFLOW WEIR5.0m BTM, 5:1 SLOPES19 . 1m - 6 00∅ S TM @ 5 .60%28.9m - 600∅ STM @ 33.3%5 MATS CABLE CONCRETE CC45SS 3:1 3:13:13 MA TSCABLE CONC .CC45SS DIMH ST100 47° BENDMH ST10218.3m - 900∅CMP @ 7.65%45° BEND30±t 100kg SIZERIP RAP HEADWALL 221. 0 221. 0 1 0 9 7 1 1 12 1 3 15 8 11.0m BACK TO BACK MOUNTABLE CURB 1 1 . 0m BACK TO B AC K MOU N TAB L E CURB 9.0 m B A C K T O B A C K M O U N T A B L E C U R B 117.6m - 300∅ SAN @ 0.85% 1 0 7 .7m - 30 0 ∅ SAN @ 0 . 8 3% 53. 2 m - 2 0 0 ∅ S A N @ 1. 5 0 % 1 7 . 4m - 3 0 0 ∅ 20.2 m - 2 0 0 ∅ S A N @ 1. 5 0 % ± MH SA5MH ST6MH SA 7 MH S A 5 0 MH S T 4 MH ST3 MH ST2 37 PART 81 9 . 5m - 9 0 0 ∅ 19.7 m - 3 7 5 ∅ S T M @ 0. 5 5 % ± MH S T 5 0 55.0 m - 3 7 5 ∅ S T M @ 0. 5 1 % 1 04 . 4m - 9 0 0 ∅ S TM @ 0 . 3 8% 105.2m - 900∅ STM @ 0.43% 250∅ CB 2C CB 2B CB 2DCB 4A 300∅ PVC DR18 WATERMAIN 3 00 ∅ PVC D R 18 WA T ERMA INCB 4B 29.0 m - 1 5 0 ∅ W M @ - 0. 5 0 % 1.5 m C O N C R E T E SI D E W A L K WV WVWV 1. 5m C O NC R E T E S ID EW A L K 1.5m CONCRETE SIDEWALK 1. 5m C O NC R E T E S ID EW A L K HY DWVCB 5 A 66. 3 m - 2 0 0 ∅ S A N @ 1. 5 2 % 56. 5 m - 3 0 0 ∅ S T M @ 1 . 5 2 % CB 5 0 A CB 5 0 B MH S A 5 4 MH S T 5 4 CB 5 4 A CB 5 4 B MH ST53MH SA5374.4m - 200∅ SAN @ 0.74% 74.5m - 300∅ STM @ 0.77%DCB 52ADCB 52BMH ST52MH SA52MH S T 5 1MH SA 5 1 6 7 . 7m - 2 0 0 ∅ SA N @ 0 .4 8 % 6 3 . 4m - 3 0 0 ∅ S TM @ 0 . 5 7% 150∅ WATERMAIN 1 5 0 ∅ WA T E RMA IN 1.5m CONCRETE SIDEWALK 1.5m C O N C R E T E S I D E W A L K 1 . 5m C O NC R E T E S ID EW A L K 1.5m CONCRETE SIDEWALKS T M @ 0 . 3 5 % ± S A N @ 0 . 8 0 % ±WV HYD 1. 5m C O NC R E T E SWK 1.5m CONCRETE SIDEWALK1.5m CONCRETE SIDEWALK 150 ∅ W A T E R M AI N39.4m - 250∅ STM @ 1 .50% 3 7 . 1m - 3 0 0 ∅ S A N @ 0 . 8 0 %MH SA8MH ST53 5 . 8m - 9 0 0 ∅ S T M @ 0 . 3 5 % 30 0 ∅ P V C DR 1 8 W M 98.4m - 200∅ S A N @ 1.26 %97.9m - 375∅ ST M @ 0. 35 % MH ST 5 5 MH S A 9 22.5° BEND MAINSTOPCAP c/w50∅300x150∅ REDUCER200 ∅ P V C D R18 W M HYD CB 5 5 A CB 5 5 B 11 ° BEND1/4(R)2 7 2 8 PART 1 0 2 5 2 4 22 2 3 3 0 262 9 3 2 3 1 50 38 39 40 PART 7 41 PAR T 1 PART 4 51 36 21 PART 13 18 35 55 52 PART 9 4920 19 17 16 48 54 (TOWN OF TILLSONBURG)300x2 0 0 ∅ RE D U CE R PHA S E 3 2 14 CAP SAN @ 0. 3 5 %13.1m - 3 0 0 m m∅AREA OUTSIDE OF TOWN LIMITS 6.20hanorthGRANDVIEW WILSON AVENUEDENRICHARNOLD STREETDEREHAMDRIVE AVEDEREHAMDRIVESANDERSCRESCENTWALNUT DRIVEBEECH BLVD.MAGNOLIA CRT.MYRTLE ST.ESSELTINE DRIVE STREET 'E'STREET 'G'AGRICULTURALAGRICULTURALPUBLIC SCHOOLTHAMES VALLEY DISTRICTSCHOOL BOARDEXISTINGSOCCER FIELDWESTFIELD AGRICULTURALEXISTING TREE FARMEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALQUARTER TOWN LINE CONCESSION STREET WEST JONES CRESCENTWESTON DRIVEHOGARTH DRIVEHOLLIER DRIVEESSELTINE DRIVE BA LDW IN S TREE TWESTON DRIVEJ E A N F E R R I E D R DRIVE EXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIALEXISTING RESIDENTIAL3.0m RoadWidening0.040 ha.3.0m RoadWidening0.053 ha.Blk. 000.3 m Reserve0.001 ha.Blk. 000.3 m Reserve0.001 ha.STREET 'D'STREET 'G'DRIVESTREET 'H' STREET 'G' STRE E T ' J 'STREET 'F'DEREHAM DRIVEGRANDVIEWSTREET 'A'STREET 'B'STREET 'B' STREET 'I'STREET 'C'PLANNINGURBAN DESIGN& LANDSCAPEARCHITECTUREMHBC540 BINGEMANS CENTRE DR., SUITE 200, KITCHENER, ON, N2B 3X9| P: 519 576 3650 | WWW.MHBCPLAN.COMI HEREBY AUTHORIZE MACNAUGHTON HERMSEN BRITTON CLARKSON PLANNING LIMITED TOSUBMIT THIS PLAN FOR APPROVAL.Surveyor's CertificateI HEREBY AUTHORIZE CERTIFY THAT THE BOUNDARIES OF THE LAND TO BE SUBDIVIDED ON THISPLAN AND THEIR RELATIONSHIP TO THE ADJACENT LANDS ARE ACCURATELY AND CORRECTLYSHOWN.Subject LandsSCALEDwg No.1 of 1DateMarch 30, 2022File No.21204 'A'Checked ByDrawn ByL.M.Plan ScaleN:\21204'A'\Draft Plan\MHBC - PRELIM DRAFT PLAN - MARCH 30 2022.dwgnorth1:00,000ONTARIO LAND SURVEYORCOUNTY OF OXFORDPART OF LOT 8, CONCESSION 12(GEOGRAPHIC TOWNSHIP OF DEREHAM)MUNICIPALITY OF THE TOWN OF TILLSONBURG 1:15001020406080100DRAFT PLAN OF SUBDIVISIONByDateIssued / RevisionOwner's CertificateAdditional Information Required Under Section 51(17) of the Planning Act R.S.O. 1990, c.P.13 as AmendedA. As Shown B. As Shown C. As ShownD. Residential/CommercialE. As ShownF. As ShownH. Municipal Water SupplyI. Loam, Clay, SiltJ. All Services As RequiredL. As ShownG. As ShownJ. As ShownDATEDATEPART OF LOTS 8 & 9, CONCESSION 11MUNICIPALITY OF THE TOWNSHIP OF SOUTHWEST OXFORDPRELIMINARYKIM HUSTEDKIM HUSTED SURVEYINGVICTORIA WOOD (TILLSONBURG-WEST) GP INCASHER BISTRICERDescriptionLow Density Residential (Single Detached)Low Density ResidentialLow Density Residential (Street Townhouses)Medium Density ResidentialHigh Density ResidentialWalkwayWalkway /Service CorridorParkOpen SpaceStorm Water Management0.3m ReservesRoad WideningRoadsTotal 50 714/1131 41.504 ha.Lots/Blocks 1-17,21-2919-20,34-3530-3336-37383940-4142-43 4445-4647-4849-50 Units 293/381 50/90 48/65 121/240 202/355Area (ha) 15.607 2.200 1.646 3.901 3.203 0.010 0.043 1.360 1.400 2.487 0.002 0.093 9.552(Single Detached/Street Townhouses)Blk. 30(Street Townhouses)Blk. 8Low DensityBlk. 7Low DensityBlk. 1Low DensityBlk. 38Medium DensityBlk. 37High Density2.451 ha.Blk. 42Park0.692 ha.Blk. 43ParkBlk. 9Low DensityBlk. 10Low DensityBlk. 11Low DensityBlk. 13Low DensityBlk. 14Low DensityBlk. 15Low DensityBlk. 16Low DensityBlk. 17Low DensityBlk. 18Blk. 19Low DensityBlk. 21Low DensityBlk. 23Low DensityLow DensityBlk. 24Low DensityLow DensityBlk. 33(Street Townhouses)Blk. 503.0m RoadWidening0.040 ha.Blk. 493.0m RoadWidening0.053 ha.Blk. 470.3 m Reserve0.001 ha.Blk. 480.3 m Reserve0.001 ha.0.986 ha.0.241 ha.0.773 ha.0.614 ha.0.622 ha.1.049 ha.0.598 ha.0.613 ha.0.785 ha.0.915 ha.0.542 ha.0.910 ha.1.353 ha.0.938 ha.0.324 ha.0.001 ha.Additonal LandsOwned by the Applicant76-151 Units3.203 ha.Blk. 22Low Density0.735 ha.Blk. 25Low Density0.324 ha.Blk. 26Low DensityBlk. 27Low Density0.497 ha.Blk. 12Low DensityBlk. 4Low Density0.235 ha.Blk. 1Low DensityBlk. 2Low Density0.510 ha.Blk. 5Low Density0.330 ha.Blk. 6Low Density0.330 ha.Blk. 310.376 ha.(Street Townhouses)Blk. 320.349 ha.(Street Townhouses)Blk. 46Storm WaterManagement1.495 ha.(Based on 63/111 min/max upha)(Based on 31/62 min/max upha)Blk. 3Low Density0.401 ha.Blk. 406.0m WideWalkway0.020 ha.Service CorridorBlk. 470.3 m Reserve0.002 ha.0.301 ha.0.227 ha.0.668 ha.0.215 ha.Blk. 340.558 ha.(Single Detached/Street Townhouses)Blk. 35Medium DensityBlk. 361.450 ha.45-89 Units(Based on 31/62 min/max upha)Low DensityLow DensityLow DensityLow DensityLow DensityLow Density0.558 ha.Low Density(Single Detached/Street Townhouses)(Single Detached/Street Townhouses)Blk. 20Low Density0.542 ha.(Single Detached/Street Townhouses)Blk. 393.0m WideWalkway0.010 ha.Blk. 45Storm WaterManagementBlk. 44Open Space0.992 ha.1.400 ha.Blk. 28Low Density1.040 ha.Blk. 29Low Density0.460 ha.Blk. 416.0m WideWalkway /0.023 ha.Service CorridorTVDSB SURPLUSLANDS 2.31ha ±0.603 ha.0.318 ha.0.520ha.202-355 UnitsPage 89 of 876 --Phase Limits m 200-540 BINGEMANS CENTRE DR. KITCHENER , ON, N2B 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLAN.COM PL A NNING URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING DATE: March 30 , 2022 SCALE 1 : 1 0 ,000 Cf) ''"'""'A,Om�''"'""" ' Potential Phasing Plan -March 30, 2022 Figure 5 Potential Phasing Plan i-•1 SUBJECT LANDS ■-■ Page 90 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 14 4.0 PLANNING ANALYSIS The following is a review of the applicable land use policy framework related to the subject site, and how the proposal has met or will meet policy considerations. Provincial Policy Statement (2020) The Provincial Policy Statement, 2020 (the “PPS”) was issued by the Province of Ontario under section 3 of the Planning Act and came into effect on May 1, 2020. The PPS provides policy direction on matters of provincial interest related to land use planning and development. It provides a vision for land use planning in Ontario that encourages an efficient use of land, resources and public investment in infrastructure. The PPS encourages a diverse mix of land uses in order to provide choice and diversity to create complete communities. A variety of modes of transportation are required to facilitate pedestrian movement, active transportation opportunities and less reliance on the automobile. The PPS strongly encourages development that will provide long term prosperity, environmental health and social wellbeing. One of the key considerations of the PPS is that planning decisions ‘shall be consistent’ with the Policy Statement. The following is an analysis of the proposed development in the context of the policies in the PPS. 4.1.1 Settlement Areas Policy 1.1.3.1 of the PPS states that Settlement Areas shall be the focus for growth and development. Settlement areas are urban areas and rural settlement areas within a municipality that are built-up areas where development is concentrated and which have a mix of land uses or lands which have been designated in an official plan for development over the long term planning horizon (25 years). The subject lands are located within the Tillsonburg Urban Area as established in the County of Oxford Official Plan. Accordingly, the subject lands are located within a settlement area. Specifically, the subject lands are located within a designated growth area, per the policies of the PPS. Designated growth areas are lands within settlement areas designated in an official plan for growth over the long-term planning horizon which have not yet been fully developed. Designated growth areas include lands which are designated and available for residential growth as well lands required for employment or other uses. Land use patterns within settlement areas shall be based on a density and mix of uses which: efficiently use land and resources; are appropriate for, and efficiently use, the infrastructure and public service facilities which are planned or available, and avoid the need for their unjustified and/or uneconomical expansion; minimize negative impacts to air quality and climate change, and promote energy efficiency; prepare for the impacts of a changing climate; support active transportation; are transit-supportive, where transit is planned, exists or may be developed; and, are freight supportive (Policy 1.1.3.2). Page 91 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 15 Further, Policy 1.1.3.6 requires that new development taking place in designated growth areas should occur adjacent to the existing built-up area and should have a compact form, mix of uses and densities that allow for the efficient use of land, infrastructure and public service facilities. The proposed development has been designed with a mix of residential dwelling types including apartment units, multiple dwelling units, street townhomes and single detached dwellings. The development represents the efficient use of land as it will result in the development of an underutilized parcel of land adjacent existing development, and in a designated growth area. The proposed range and mix of residential dwelling types result in additional dwelling units on lands which have been identified as a location for high, medium and low density residential development in the Official Plan. The development of the subject lands will result in the efficient use of existing infrastructure as servicing can be accommodated through the extension of existing water and sanitary services. The subject lands are also well-located in terms of community facilities, transit and transportation networks and will make efficient use of these services. Matters related to public health and safety have been considered in the design of the proposed development. 4.1.2 Housing Policy 1.4.3 of the PPS states that planning authorities shall provide for an appropriate range and mix of housing options and densities to meet projected market-based and affordable housing needs of current and future residents. The Draft Plan of Subdivision is designed to accommodate a range of residential unit types, including multiple residential unit types, which will contribute to the range and mix of housing types offered in the Town and within this emerging community. Further, the subject lands are located in an area where appropriate levels of transportation infrastructure and public service facilities exist or are planned. Matters related to health and safety have been considered in the overall design of the Draft Plan of Subdivision and will be implemented through the detailed design stage. 4.1.3 Public Spaces, Recreation, Parks, Trails and Open Space Policy 1.5.1 of the PPS states that healthy, active communities should be promoted by: planning public streets, spaces and facilities to be safe, meet the needs of pedestrians, foster social interaction and facilitate active transportation and community connectivity; and planning and providing for a full range and equitable distribution of publicly accessible built and natural settings for recreation, including facilities, parklands, public spaces, open space areas, trails and linkages, and, where practical, water-based resources. The proposed development includes a pedestrian network, including sidewalks on both sides of the proposed public streets and trail connections. The pedestrian network will provide connections to existing trails in the community. The proposed Plan of Subdivision includes two new public parks located at opposite ends of the subject lands for equitable access to future residents of the subdivision. The parks are connected to Page 92 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 16 the proposed sidewalk network and have frontage on two public streets. The proposed public parks will provide opportunities for recreation and social interaction for future residents of the subdivision. 4.1.4 Sewage, Water and Stormwater As per policy 1.6.6.2 of the PPS, municipal sewage services and municipal water services are the preferred form of servicing for settlement areas. The Functional Servicing Report prepared in support of the proposed development assesses the feasibility of servicing the subject lands and concludes that the proposed development can be adequately serviced through connections to existing infrastructure. The proposed development has five (5) proposed connection points to the existing municipal water system, owned and operated by Oxford County. The main watermains surrounding the development are a 250mmø PVC DR18 main on Concession Street West, a 300mmø PVC DR18 main on Quarter Town Line, and a 300mmø PVC DR18 main on Weston Drive. The Victoria Wood development has five (5) potential connection points to the existing sanitary system, owned by the County of Oxford and operated by the Town of Tillsonburg. The main sanitary sewers around the development include a 300mmø PVC DR35 main on Concession Street West, a 300mmø PVC DR35 main on Quarter Town Line, a 450mmø PVC SDR35 main on Dereham Drive, a 250mmø PVC SDR35 main on Esseltine Drive and a 300mmø PVC SDR35 main on Weston Drive. The Victoria Wood development currently has four (4) main stormwater outlet locations under pre- development conditions. The majority of the site drains from west to east, with some flow at the south end of the site draining to the existing ravine in the southwest corner of the property. Under post-development conditions, stormwater management for the entirety of the site is proposed to be handled by one northern and one southern wet pond. Both wet ponds are proposed to provide enhanced (80% TSS removal) quality control and full quantity control up to the 100-year design storm. Outflows from the ponds will be restricted to pre-development peak outflows based on pre- development areas tributary to each outlet point. The regional storm event (1954 Hurricane Hazel) will be conveyed through the SWM ponds, while maintaining a minimum 0.3m freeboard to the top of pond bank. The proposed stormwater management facilities which are designed in accordance with the requirements of PPS policy 1.6.6.7. 4.1.5 Transportation Policy 1.6.7 of the PPS provides that transportation systems should be provided which are safe, energy efficient, facilitate the movement of people and goods and are appropriate to address projected needs. Land use patterns, density and mix of uses should be promoted that minimize the length of vehicle trips and support current and future use of transit and active transportation. The proposed development will be appropriately connected to the existing road network. New roads are proposed with connections to the existing road network. All multiple residential blocks will have access from public roads. Page 93 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 17 The proposed development contains sidewalks and trail connections throughout the site in order to incorporate pedestrian connectivity to the existing trail and sidewalk network in the community as well to nearby local transit facilities to the east. The subject lands are well served by and integrated with the existing and planned transportation network. A detailed Traffic Impact Study (TIS) was prepared by Paradigm, and recommendations from this study, including recommended road widths have been incorporated into the draft plan. 4.1.6 Natural Heritage Policy 2.1.1 of the PPS identifies that natural features and areas shall be protected for the long term. Policy 2.1.4-2.1.5 provide that development and site alteration shall not be permitted within a natural heritage features. Policy 2.1.8 further states that development and site alteration shall not be permitted on adjacent lands to natural heritage features unless the ecological function of the adjacent lands has been evaluated and it has been demonstrated that there will be no negative impacts on the natural features or their ecological function. An Environmental Impact Study was undertaken by Vroom + Leonard in review of the proposed development. This report characterizes the existing natural features, which include significant valleylands. The EIS concluded that there are no potential issues, nor potential cumulative effects of the development proposed. The Butternut hybridity test results remains outstanding, and if the results prove the tree is a true Butternut, a Butternut health assessment will be required under the ESA 2007 and a MECP permit will be required for the habitat intrusion. Vroom + Leonard are still in communication with the MECP regarding the SAR bat that was recorded. Further investigations may be requested by the MECP and either a letter of assurance or an Overall Benefit permit will be required under the ESA. It is the EIS author’s opinion that these can be completed in tandem with the County’s review and these two matters can be a condition of Draft Plan approval. With respect to natural heritage considerations, the EIS concluded that as long as the final development plans follow the recommended mitigation measures in this document, and any other required by the MECP through our continuing communication, the proposed development will be consistent with the Provincial Policy Statement 2020 and policies of Oxford County. This report concludes that no there is no negative, nor adverse, unalterable impacts on the natural heritage features of the subject land and the natural heritage landscape identified in the OP, as long as the mitigation measures noted in this report are followed. Based on the above, the proposed Zoning By-law Amendment and Draft Plan of Subdivision are consistent with the policies of the Provincial Policy Statement. Page 94 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 18 Oxford County Official Plan The Oxford County Official Plan is the policy document that establishes the overall land use strategy for both the County and the eight area municipalities that comprise the County, including the Town of Tillsonburg. The policies and land use schedules contained in the Official Plan establish locational and development review requirements for various land uses (residential, commercial, industrial, institutional, parks, etc.), set out how agricultural land and other natural features and cultural heritage resources are to be protected and provide direction on how environmental constraints are to be addressed. The Official Plan also helps to guide municipal decisions with respect to infrastructure, public services and other investments. The current Official Plan was adopted by Oxford County Council on December 13, 1995. The contents of the Official Plan reflect the latest consolidation of Official Plan amendments, as of March 31, 2021. 4.2.1 County Wide Policies The County Development Strategy is contained within Section 2.0 of the Official Plan. Growth Management Principles confirm that growth and development will be focused in settlements and that the majority of growth will be directed to settlements with centralized waste water and water supply facilities to minimize risks of contamination to air, land, surface water and groundwater, to preserve agricultural land and to reduce the per capita and per unit costs of public service facilities and infrastructure. The subject lands are within a settlement and more specifically are located within the Large Urban Centre of Tillsonburg. The Official Plan requires that settlements be developed with land use patterns, and a mix of uses and densities that efficiently use land and resources, are appropriate for, and efficiently use, existing or planned infrastructure and public service facilities, support active transportation and existing or planned transit, are freight-supportive, minimize negative impacts to air quality and climate change and promote energy efficiency. Natural Resource Management General County-wide policies for Environmental Resources are contained within Section 3.0 of the Official Plan. Environmental policies in Official Plan not only recognize the value of remnant natural areas and provide for their basic protection but also build on the concept of a Natural Heritage System of linked natural areas through a series of corridors. The Natural Heritage System is considered an integral part of the social and economic systems in the County. The policies of the Official Plan promote development that, wherever possible will enhance, not deteriorate, the ecological and social systems on which people depend. The primary means of identifying and protecting the County Natural Heritage System is through the incorporation of such lands in the following land use designations: Environmental Protection Area and Open Space. Page 95 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 19 The Environmental Protection Area designation contains those lands which perform important ecological functions and/or protect biological diversity and life supporting systems that would be lost or degraded if such areas were altered. The priority within this policy area is to preserve and enhance important environmental areas and features while protecting them from land use impacts that would detrimentally alter their size and physical form, impair their ecological, hydrologic or hydrogeological functions or degrade their quality. There are no designated Environmental Protection Areas within the limits of the proposed draft plan. The Open Space designation recognizes the role of hazard, conservation and public and private recreational lands in maintaining environmental quality within the County. A portion of the subject lands is designated Open Space as shown on Figure 6. The priorities in this policy area are to: • minimize hazards to human health or safety; • minimize property damage; • provide linkages connecting the Natural Heritage System; and to • provide opportunities for both private and public recreation. Open Space Areas include: • Regulatory Flood Plains and Floodways where Two Zone Flood Plain policies apply, • Conservation Authority lands and other public lands, • Earth Science Areas of Natural and Scientific Interest, and • Parks, pathways and recreation areas. Policies applying to Open Space Areas are outlined in Section 3.2.5 of the Official Plan. Section 3.2.5.3.2 require that where site alteration, development or a change in the use of land is being proposed within an Open Space area, an Environmental Impact Study, in accordance with Section 3.2.6, may be required to demonstrate that the proposed development or use will not result in a negative impact. As previously noted, an EIS report has been completed to determine any negative impacts of the proposed development on the lands designated as Open Space (within which significant valleylands are located). With respect to natural heritage considerations, the EIS concluded that as long as the final development plans follow the recommended mitigation measures in this document, and any other required by the MECP through our continuing communication, the proposed development will be consistent with the Provincial Policy Statement 2020 and policies of Oxford County. County Transportation Policies Functional Support Element policies, including Transportation policies are contained within Section 5.0 of the County Official Plan. In order to ensure the proposed draft plan will can be accommodated within the existing road network, a Traffic Impact Study (TIS) has been prepared. The TIS recommends future improvements both as a result of; and independent of the proposed development. Improvements required as a result of the proposed subdivision will be implemented through draft plan approval conditions. Page 96 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 20 The proposed transportation network within the draft plan of subdivision has been designed in consideration of Official Plan design directions, summarized as follows: • The design of the plan of subdivisions minimizes the intersection of local streets with Arterial roads. • There is sufficient separation between major intersections to allow for the efficient operation of traffic control devices. • Lands adjacent to Arterial Roads have been designed as Medium and High Density development blocks in order to minimize vehicular access from these blocks to the Arterial Road. A local road provides for additional access to the Medium and High Density blocks directly south of Concession Street. • Sidewalks will be provided on both sides of all proposed public streets; • Medium and High Density Blocks will include bicycle parking facilities; • The draft plan has been designed with close access to existing trails. New trails can be established within the stormwater management and park blocks. These trails will be connected to the broad public sidewalk system. County Servicing Policy County-wide servicing policies are contained within Section 5.5 of the County Official Plan. Development on full municipal services is generally given first priority and new development shall be directed to areas that allow for extensions to existing water, sanitary sewerage and storm water systems in an economic and practical manner within the financial capabilities of the County or Area Municipality. New development will generally be approved and permitted in stages of orderly progression from the termination of existing services. The phasing plan contained herein shows the general stages of development within the draft plan. To ensure that development approvals are consistent with total system capacities and to provide sufficient lead time for the planning, design, approval, financing and construction of new facilities, new development on centralized water and/or wastewater facilities will only be considered where there is adequate uncommitted reserve capacity and acceptable plant performance for both the sewage treatment and water supply systems. The Official Plan requires that the County in consultation with the Area Municipalities will maintain on-going monitoring of the uncommitted reserve capacity of the centralized wastewater treatment and water supply systems in the County in accordance with County criteria. It is anticipated that draft plan conditions will require confirmation of available capacity for each stage of development. Page 97 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 21 4.2.2 Land Use Policies for the Town of Tillsonburg Section 8.0 of the Official Plan provides general policy direction and a long-range planning framework for development in the Town of Tillsonburg. The objectives and policies together with the land use designations on Schedules T-1, T-2, T-3, T-4 and T-5 are intended to define not only the physical development of the Town but also to enhance the social, economic and environmental well-being of the municipality and its residents. The Subject lands are designated ‘Residential’ and ‘Open Space’ on Schedule T-1 (Land Use Plan), included as Figure 6 of this report. The Residential area is further categorized as Low Density, Medium Density and High Density Residential on Schedule T-2 (Residential Densities Plan) included as Figure 7 of this report. Schedule T-2 also identifies a future park within the northern portion of the subject lands. An overlay of the proposed draft plan onto the Schedule T-2 is included as Figure 8 of this report. Housing Development and Residential Areas The proposed development is aligned with the Town of TIllsonburg’s strategic approach to provide a choice of adequate and affordable housing for past and future residents of Tillsonburg. The proposed development implements the approach as follows: • Through the efficient use of vacant residentially-designated lands; • By providing a variety and mix of housing types; • Ensuring that new housing is compatible with existing adjacent development by providing housing of a human scale; • By increasing affordable housing options by providing forms of housing, such as apartments, which are more affordable than single detached development; • Designing a subdivision that provides safe and convenient access to a variety of modes of transportation; • Promoting compact urban forms by meeting or exceeding minimum density requirements for residential development. Residential Areas The majority of the subject lands are designated ‘Residential’ on Schedule T-1. Residential Areas are those lands primarily designated for housing purposes which may also include other land uses which are integral to and supportive of a residential environment. Within the Residential Area housing will include the full range of dwelling types from detached homes to apartment dwellings including special needs housing. In order to provide opportunities for the development of a broad range of dwelling types, to facilitate the efficient use of residentially designated land and to provide for compatibility between housing of different residential densities, three categories of residential land use are identified. Areas designated for Low Density Residential, Medium Density Residential and High Density Residential on Schedule T-2 are differentiated according to function, permitted uses, location criteria, density and scale of development. Within the subject lands, Low, Medium and High Density residential areas are designated. Page 98 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 22 Low Density Residential Areas The majority of the subject lands are designated Low Density Residential. This designation is intended for a variety of low-rise, low density housing forms including, but not limited to, single- detached, semi-detached, townhouses and low density cluster development. Within the subject lands, the areas designated Low Density Residential are primarily intended to be developed with single-detached, semi-detached and townhouse dwellings. The maximum density in the Low Density Residential Area is 30 units per hectare. The proposed draft plan of subdivision has an overall density range of 17-28 units per net hectare. The Low Rise residential portions of the plan have a range of 19-27 units per hectare (consistent with the maximum density in the Official Plan. Within the Low Density Residential area, a Medium Density development block is proposed (Block 36). This block is located adjacent to the school and along the Dereham Drive extension. While it is anticipated that this block will be developed with low-rise cluster development. Other uses (as contemplated in the RM zone) could also be developed in this location. The Official Plan includes criteria for locating multiple unit developments within the Low Density Residential Areas. The proposed location for Block 36 is consistent with this criteria in that the block: • Abuts a collector road (Dereham Drive extension); • Abuts natural features (trees along edge of school site) that would be better preserved through detailed site planning of the Medium Density Block; and • Is close to community facilities, including the existing elementary school. Medium Density Residential Areas Portions of the subject lands are currently designated ‘Medium Density Residential Area’. The Medium Density designation is located towards to the north of the subject lands, surrounding the High Density Block and in proximity to Concession Street. Residential uses within Medium Density Residential areas include townhouses, medium density cluster development, converted dwellings and low-rise apartments. In these areas it is intended that there will be a mixing and integration of different forms of housing to achieve an overall medium density. The Official Plan contains minimum (31 units per hectare) and maximum (62 units per hectare) densities within Medium Density areas. These density permissions have been used to estimate the minimum and maximum number of units within each of the two proposed Medium Density Blocks. It is proposed that the Medium Density block adjacent to the school continue to be designated Low Density Residential, as the Official Plan does contemplate multiple-unit development blocks within the Low Density area. If it is determined through the development review process that Block 36 requires an Official Plan Amendment, it is our opinion that the block would meet the site specific evaluation criterial contained within the Official Plan. Development of the Medium Density blocks will be in accordance with Section 8.2.7 of the Official Plan (Site Design Policies for Multiple Unit Residential Development). Page 99 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 23 High Density Residential Areas The Official Plan contemplates a High Density Residential Area along the northern boundary of the subject lands. Through discussions with the County it was determined that provided this area is maintained and is generally located south of Concession Street, the exact configuration and location could be modified without an amendment to the Plan. The proposed draft plan identifies a High Density Block at the northeast corner of the property. Low Density areas are buffered from the High Density Block by the provision of street townhomes. This is consistent with the intent of the Official Plan which identifies medium density residential surrounding the High Density area. High Density Residential areas are those lands primarily developed or planned for a limited range of intensive large-scale, multiple unit forms of residential development. Through the zoning the list of uses is proposed to be expanded to include forms of development not currently contemplated in the TIllsonburg zoning by-law (such as stacked townhomes and back-to-back townhomes). The density for the proposed High Density blocks is based on a range of units consistent with the minimum and maximum densities contemplated in the Official Plan. Maximum building height will be determined through the zoning. A maximum height of 22 metres is proposed which would allow for 6-7 storeys. Development of the High Density block will be in accordance with Section 8.2.7 of the Official Plan (Site Design Policies for Multiple Unit Residential Development). Neighbourhood Serving and Non-Residential Uses in Residential Areas Sections 8.2.3.3 and 8.2.3.4 of the Official Plan provides policies related to neighbourhood serving and non-residential uses within Residential Areas respectively. Neighbourhood serving uses include land uses such as schools, churches, libraries, parks, community centres, day care facilities, convenience shopping facilities and community support services which primarily serve a local residential neighbourhood by providing everyday goods and services or fulfilling cultural and social needs. In addition to permitted neighbourhood serving uses, the Official Plan contemplates limited non-residential uses including health care offices and clinics. The proposed zoning for the High Density Residential block and the Medium Density Residential Blocks immediately south of Concession Street includes a limited range of non-residential community serving uses. These uses are proposed to be permitted in order to allow for the potential for mixed-use development along the Arterial Road. This could occur through the provision of mixed-use buildings (ground floor commercial with residential buildings above), or a mixed-use site (stand-along commercial uses within the same site as freestanding residential buildings). These blocks were selected for the inclusion of non-residential uses given their location along an arterial road, in order to minimize any disturbance on local streets (consistent with the Official Plan direction). The majority of the subject lands are designated ‘Residential’ on Schedule T-1. Residential Areas are those lands primarily designated for housing purposes which may also include other land uses Page 100 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 24 which are integral to and supportive of a residential environment. Within the Residential Area housing will include the full range of dwelling types from detached homes to apartment dwellings including special needs housing. In order to provide opportunities for the development of a broad range of dwelling types, to facilitate the efficient use of residentially designated land and to provide for compatibility between housing of different residential densities, three categories of residential land use are identified. Areas designated for Low Density Residential, Medium Density Residential and High Density Residential on Schedule T-2 are differentiated according to function, permitted uses, location criteria, density and scale of development. Within the subject lands, Low, Medium and High Density residential areas are designated. Parks and Leisure Resources Polices related to parks and leisure resources are contained within Section 8.6 of the Official Plan. In order to provide and maintain sufficient open space for both active and passive recreational pursuits, the Official Plan establishes a parkland hierarchy on Schedule T-3, the Leisure Resources functional plan, included as Figure 9 of this report. Within the limits of the draft plan, one proposed park is shown on Schedule T-3. This park is shown towards the north of the property. The Official Plan shows an additional park outside the limits of the draft plan and on the opposite side of Weston Road. The approved draft plan for this area includes a very small parkette in approximately the same location as the Official Plan. Given the limited size of this feature, it was determined that a second park should be provided within the southern end of the draft plan limits. Additional open space is provided at Westfield Public School, providing amenity central to the draft plan area. The three parks (two within the draft plan limits and one at the school) ensure that all future residents will be within a five minute walk of public parkland. Parkland requirements for the draft plan are proposed to be satisfied in part through parkland dedication (3.28% of the land will be provided as parkland) and in part through cash-in-lieu. The intent is that the financial contribution will allow for upgraded park facilities within the subject lands which can be provided by the developer. The parks are located in close proximity to Stormwater Management Blocks providing opportunity for an interconnected open space and park network. Trail loops are proposed within the SWM blocks which will be connected to the public sidewalk system. Transportation The network of public roads in the Town of Tillsonburg is generally categorized, upgraded and expanded in accordance with Schedule T-4, Transportation Network Plan, and the policies contained within Section 8.7.2 of the Official Plan. Schedule T-4 (Figure 10 of this report) illustrates two future collector roads which would extend to the western boundary of the subject lands. As stated in the Official Plan, there are certain arterial and collector road alignments identified on Schedule T-4 that have not been developed. The alignments shown on Schedule T-4 are intended to generally depict the anticipated final alignment of the future road system. Minor modifications to a planned road alignment may be made without the necessity of an amendment to the Official Plan if it can be demonstrated to the satisfaction of Town Council and/or County Council that the Page 101 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 25 modification will not diminish the function or capacity of the road. The Traffic Impact Study prepared in support of the applications confirms that the road network as proposed is appropriate. The proposed development is consistent with the intent of extending collector roads through the subject lands to the western property line (the current limits of Tillsonburg), thereby providing for future connections to the west. Within the proposed draft plan the following roads are shown at an greater right-of-way width: • Street A (connecting Concession Street to Grandview Drive; • Grandview Drive from the eastern boundary of the site to ‘Street A’; • Dereham Drive, extending through the TVDSB surplus lands to the western boundary of the site; and • Street J at the entrance to the subdivision from Weston Drive. Consistent with Schedule T-4, the draft plan contemplates two road connections to the west. The first being the extension of Dereham Drive; the second being Street “G”. Previous versions of the draft plan showed the extension of street “J” to the property boundary, however given the extent of natural features, it was determined that a connection further to the north would be better from an environmental perspective. 4.2.3 Oxford County Official Plan Summary The proposed development represents a well-designed plan of subdivision within the Tillsonburg Large Urban Centre. It will contribute to the creation of a vibrant community through the provision of a range of multiple residential housing options; integrated pedestrian facilities; the maintenance and enhancement of natural heritage features; publicly accessible parks and trails and will optimize available infrastructure. The proposed development conforms to the policies of the County’s Official Plan. The proposed subdivision will result in a new neighbourhood that is safe, attractive, pedestrian friendly, integrated with the natural heritage system and linked to other areas of the Town of Tillsonburg by existing nearby transit, pedestrian facilities, cycling networks and roads. The proposed development conforms to the broader policy framework of the County Official Plan. Page 102 of 876 0 c:: 0 u. 0 I-Cf) w s I I-:::> 0 Cf) u. 0 a.. I Cf) z s 0 I- D RESIDENTIALD INDUSTRIAL OPEN SPACE -NVIRONMENTAL PROTECTION ODLINE-m 200-540 BINGEMANS CENTRE DR. KITCHENER , ON, N2B 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLA N.COM PL A NNING URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING I ■wIz .....J ■ z L.-s ■ 0 I-c:: ■ I w I-c:: r·-·---<( :::> ■ 0 I ■ I ■ �SSEl.fliINE 0R! ■ L. I ■ I ■ I ■ I DATE: Feb 09, 2022 SCALE 1 : 10,000 P:121204'A�Graphics\ Figure 2 Existing Official Plan -Sched "T-1" -Land Use Plan -Feb 09, 2022 CD Figure 6 Existing Official Plan Town of Tillsonburg Schedule 'T-1" Land Use Plan i. = ■.I SUBJECT LANDS Page 103 of 876 0 0:: 0 LL 0 I-Cl) w s I I- 0 Cl) LL 0 a.. I Cl) z s 0 I- D LOW DENSITY RESIDENTIAL D MEDIUM DENSITY RESIDENTIAL -HIGH DENSITY RESIDENTYIAL□OPEN SPACED ENVIRONMENTAL PROTECTION m 200-540 BINGEMANS CENTRE DR. KITCHENER , ON, N2B 3X9 P:519.576.3650 F:519.576.0121 WWW .MH BC PLAN.COM PL A NNI NG URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING I ■ I ■ L.■ '■ I r·-·-.. ■ I ■ I (ID NEIGHBOURHOOD PARK I ® I PROPOSED PARK w z DATE: Feb 09, 2022 SCALE 1 : 10,000 P:121204'A'\Graphicsl Figure 4 -Existing Official Plan - Sched "T-2" -Residential Density Plan - Feb 09, 2022 ('),f - �\ @©NCi�SSI@N srn W, CD Figure 7 Existing Official Plan Town of Tillsonburg Schedule 'T-2" Residential Density Plan 1: = •J SUBJECT LANDS \ Page 104 of 876 0 a:: 0 LL 0 I-CJ) w s II-:::> 0 CJ) LL 0 a.. I CJ) z s 0 I- D LOW DENSITY RESIDENTIAL D MEDIUM DENSITY RESIDENTIAL -HIGH DENSITY RESIDENTYIAL□OPEN SPACED ENVIRONMENTAL PROTECTIONm 200-540 BINGEMANS CENTRE DR. KITCHENER. ON, N28 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLAN.COM PL A NNING URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING I I (ID NEIGHBOURHOOD PARK I ® I PROPOSED PARK w z .....J z s 0 l-a:: w � <( :::> 0 DATE: March 30, 2022 SCALE 1 : 10,000 P:\21204'A'\Graphics\ Figure 48 -Existing Official Plan -Schad "T-2" -Residential Density Plan -March 30, 2022 (!;@NG�SSI®N Sifi W l CD Figure 8 Existing Official Plan Town of Tillsonburg Schedule 'T-2" Residential Density Plan t•-•-1 SUBJECT LANDS ..,,_,..; Page 105 of 876 0 0::: 0 LL 0 I-Cl) w s I I-::, 0 Cl) LL 0 a.. I Cl) z s0 I- 0oPENSPACE D ENVIRONMENTAL PROTECTION PUBLIC ELEMENTARY SCHOOL I I I I I I I -■ -UBLIC SECONDARY SCHOOL PARATE ELEMENTARY SCHOOLm • ®! L.-• • I r·-·-.. • I • I •ESSELTINE DR • • I • I • I • FLOODLINE (@) NEIGHBOURHOOD PARK §PROPOSED PARK w z .....J z s0 I-0::: w I-0::: <( ::, 0 Figure 9 Existing Official Plan Town of Tillsonburg Schedule 'T-3" Leisure Resources and School Facilities Plan · I_ _ J SUBJECT LANDS 200-540 BINGEMANS CENTRE DR. KITCHENER , ON, N2B 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLAN.COM PL A NNIN G URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING DATE: Feb 09, 2022 SCALE 1 : 1 0,000 CD ■ - ■ P 121204'A�Graph,cs\ Figure 6-Existing Official Plan - Sched "T-3" -Leisure Facilities & School Facilities Plan -Feb 09, 2022 Page 106 of 876 0 u. ' 0 I-ICl) w s ■ I- 0 Cl) u. 0 a.. II Cl) z Is 0 I-■--- t I ' ---ARTERIAL ROAD === COLLECTOR ROAD • - ■ PLANNED COLLECTOR ROAD INTERSECTION IMPROVEMENT ■ I ■ w L.-z i � ■:s:I� r·-·-· � ■ 0::: I <( --... --::> 0 ■ I ■ ■ L. I ■ I ■ I ■ I ■ CONCESSION STREET w z <( _J w I-I-0_J 0::: <( J: Df2F?12. ff-4./lvf DRIVE Figure 10 Existing Official Plan Town of Tillsonburg Schedule 'T-4" Transportation Network Plan m 200-540 BINGEMANS CENTRE DR. KITCHENER , ON, N2B 3X9 P: 519.576.3650 F: 519.576.0121 WWW .MHBCPLAN.COM PL A NNIN G URBAN DESIGN & LANDSCAPE ARCHITECTURE MHBC PLANNING DATE: Feb 09, 2022 SCALE 1 : 1 0,000 CD (-■ '""M"A¾<""'""'••=•· �---. • • -J SUBJECT LANDS Sched "T-4" -Transportation Network Plan -Feb 09, 2022 Page 107 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 26 Zoning By-law Analysis The proposed Zoning By-law Amendment will implement the draft plan of subdivision by rezoning the subject lands as identified on Table 1 (contained within Section 3.1 of this report and provided for reference below): Table 1: Proposed Zoning (as initially provided in Section 3.1 of this report) Proposed Zone Block Site Specific Regulations High Density Residential Zone (RH) Block 38 (High Density) • Add limited non-residential uses to allow for mixed-use development (day care, health office, personal services, convenience store, drug store, coffee shop) • Add multiple dwelling to allow for stacked townhouse form of development • Maximum setback from centerline of an Arterial Road – 16.0 metres • No requirement for Children’s Outdoor Play Area • That the minimum distance between apartment dwellings on one lot be 12.5 metres and 6 metres where neither wall contains a window to a habitable room. Medium Density Residential Zone (RM) Blocks 36 and 37 (Medium Density) • For Block 37 add limited non-residential uses to allow for mixed-use development (day care, health office, personal services, convenience store, drug store, coffee shop) • That the maximum number of dwelling units per Multiple Unit Dwelling not apply to any stacked townhomes or back-to-back townhomes. • For Street Fronting Townhomes the site specific regulations for the R3 zone shall apply. • That the minimum lot areas per dwelling unit for Multiple Unit and Apartment dwellings be 115 m2 per dwelling unit. • That the minimum front yard for Multiple Unit and Apartments be 4.5 metres and 6.0 metres to any garages. • That the minimum exterior side yard for Multiple Unit and Apartments be 4.5 metres and 6.0 metres to any driveways. • That the minimum rear yard for Multiple Unit and Apartment dwellings that are 11 metres or less in height be 7.5 metres. Page 108 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 27 Proposed Zone Block Site Specific Regulations • That the minimum interior side yard for Multiple Unit and Apartment dwellings that are 11 metres or less in height be 1.2 metres. • That the minimum distance to the centerline of an arterial road be 16.0 metres. • That the minimum distance between Multiple Unit Dwellings on One Lot be 4.5 metres and 3.6 metres when neither wall contains a window to a habitable room. • That the minimum distance between apartment dwellings on one lot be 12.5 metres and 6 metres where neither wall contains a window to a habitable room. Low Density Residential – Type 3 Zone (R3) Blocks 19-20, 30-33 and 34-35. • For Blocks 19-20 and 34 and 35, permitted uses shall also include single-detached dwellings in accordance with site specific regulations requested in the R2 zone. • The following minimum lot areas shall apply: o 180 m2 for an interior unit o 216 m2 for an end unit o 315 m2 for a corner unit • The following minimum lot frontages shall apply: o 6.0 metres for an interior unit o 7.2 metres for an end unit o 10.5 metres for a corner lot • That the minimum front yard setback shall be 4.5 metres and 6.0 metres to an attached garage. • That the minimum exterior side yard setback shall be 4.5 metres and 6.0 metres to a driveway. • That the minimum interior side yard for end units shall be 1.2 metres. • That the minimum distance from the centerline of an arterial road be 16.0 metres. • That the maximum lot coverage shall be 55%. Low Density Residential Type 2 Zone (R2) Blocks 1-18 and 21-29 • For Blocks 23 and 24, a minimum frontage of 12.192 metres, • For corner lots a minimum lot area of 360 m2. • For corner lots, a minimum lot frontage of 12 m. • That the minimum front yard setback shall be 4.5 metres and 6.0 metres to an attached garage. • That the minimum exterior side yard setback shall be 4.5 metres and 6.0 metres to the driveway. Page 109 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 28 Proposed Zone Block Site Specific Regulations • That the minimum interior side yard shall be 1.2 metres. Active Use Open Space Zone (OS2) Blocks 42-43 (Parks) None proposed Passive Use Open Space Zone (OS1) Block 44-46 (Open space and Stormwater Management) • For Block 46, a minimum frontage of 6.0 metres • For Block 44, no minimum frontage requirement The site specific regulations requested will be refined through the review process, and the applicant will work with the County on preparing the zoning by-law amendment. Most of the site specific amendments requested are in keeping with more recent development applications, and site specific regulations found elsewhere in Tillsonburg and the County. This includes regulations related to lot frontage, minimum yards and frontages. In support of some of the more unique site specific regulations, we offer the following: • The request for non-residential uses within the two blocks immediately adjacent Concession Street are in keeping with Official Plan policies which allow non-residential uses in residential areas. The intent is that commercial uses could be provided within a mixed use development or within a mixed use building. These uses are contemplated given the significant emerging population in the west side of Tillsonburg and limited commercial uses in the area. The blocks can also be developed entirely with residential uses. • Additional residential uses (multiple dwellings) are proposed within the High Density Block. This is to provide for newer forms of housing not contemplated in the Tillsonburg zoning by-law, including stacked townhomes and back-to-back townhomes. The intent is to provide flexibility for the High Density Block so that it may develop with a range of unit types, with height and density transitioning across the block. Typically the greatest building height will be concentrated along Concession Street. • Some of the R3 blocks are proposed to also allow single-detached lots. This is provide flexibility and to encourage a mix of unit types throughout the plan. • Minimum front yard setbacks of 4.5 metres are proposed for ground related dwellings. The setback to an attached garage will be 6.0 metres. The intent of the reduced front yard setback is to encourage recessed or flush garages, as this will allow the habitable portions of the dwelling, or the front porch, extend in front of the garage. • The regulation requiring a minimum children’s play area is proposed not to apply. This is consideration of the park that is proposed within close proximity to the High Density development block. Notwithstanding, outdoor amenity areas will still be provided within the High and Medium Density blocks. Based on the foregoing, the proposed site specific zoning regulations are considered to be appropriate to implement the proposed development. Page 110 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 29 5.0 PLANNING ACT CONSIDERATIONS Oxford County is the approval authority for the creation of lots, including drafts plans of subdivision. The Planning Act, Section 51(24), requires that: in considering a draft plan of subdivision, regard shall be had, among other matters, to the health, safety, convenience and welfare of the present and future inhabitants of the municipality and to: a) the effect of development of the proposed subdivision on matters of provincial interest as referred to in section 2; As detailed in this Report, the proposed development is consistent with the PPS. Particularly, the proposal addresses a number of matters of provincial interest including the efficient use of infrastructure, development of complete communities, providing a range of housing types and the appropriate location of growth. b) whether the proposed subdivision is premature or in the public interest; The proposed plan of subdivision is not considered to be premature as the subject lands are located in an area designated for urban growth on lands that can be adequately serviced. The proposed development is located on lands designated for residential purposes and will serve as a natural and logical extension to the existing residential subdivision to the east. The proposed development is in the public interest as it will contribute to the density targets established by the Province and the County and will provide for a range of multiple dwelling types within a settlement area. In addition, the proposed development will result in the protection and enhancement of natural features. c) whether the plan conforms to the official plan and adjacent plans of subdivision, if any; The proposed plan of subdivision conforms to the County Official Plan and provides a mix of Low, Medium and High Density Residential uses together with parks and open space. The proposed plan of subdivision has been designed in relation to the surrounding community and proposes a layout of lots and blocks that align with the emerging development to the east. d) the suitability of the land for the purposes for which it is to be subdivided; The subject lands are within a designated Large Urban Centre by the County Official Plan. The technical studies submitted with this application confirm that the land is suitable for residential uses. d.1) if any affordable housing units are being proposed, the suitability of the proposed units for affordable housing; Page 111 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 30 None of the units are proposed to be affordable housing units. However, the subdivision includes a wide range of unit types, including a significant portion of multiple residential units, which are a more affordable form of housing when compared to single-detached residential. e) the number, width, location and proposed grades and elevations of highways, and the adequacy of them, and the highways linking the highways in the proposed subdivision with the established highway system in the vicinity and the adequacy of them; The engineering report submitted outline specific lot grading measures for proposed road. The road infrastructure, connections to the existing road network and proposed internal road layout were reviewed by Paradigm Transportation Solutions Limited determined to be adequate. f) the dimensions and shapes of the proposed lots; The proposed blocks have been designed to allow each to be developed with a variety of multiple residential housing types. Each block has been sized in consideration of appropriate setbacks, frontages, access and parking arrangements, landscaped areas, buffers and amenity space. Each block has frontage on an existing or proposed public street. g) the restrictions or proposed restrictions, if any, on the land proposed to be subdivided or the buildings and structures proposed to be erected on it and the restrictions, if any, on adjoining land; The proposed development will be subject to any appropriate restrictions or conditions identified through the planning review process and implemented through the proposed zoning by-law amendment, the conditions of approval and the Subdivision Agreement process as provided by the Planning Act h) conservation of natural resources and flood control; The proposed development has been designed to protect and enhance adjacent natural heritage features, including significant valleylands. Stormwater Management will be accommodated mainly on-site through two stormwater management ponds and infiltration measures. i) the adequacy of utilities and municipal services; The Functional Servicing Report concludes that the subject lands can be developed with full municipal services. j) the adequacy of school sites; Matters required by the local school boards will be addressed prior to registration of the subdivision and the site plan approval process for individual blocks. Through the pre-consultation process, the Thames Valley District School Board did not object to the proposed Plan. There is an existing school Page 112 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 31 immediately east of the proposed draft plan. Lands surplus to the school have been considered in the servicing and transportation analysis. The draft plan illustrates how these lands could be incorporated into the overall development in the future. k) the area of land, if any, within the proposed subdivision that, exclusive of highways, is to be conveyed or dedicated for public purposes; The dedication of land for public purposes will be a condition of draft approval. The proposed plan of subdivision includes two public parks, stormwater management facilities and new public roads, all of which are to be conveyed to the municipality. l) the extent to which the plan’s design optimizes the available supply, means of supplying, efficient use and conservation of energy; and The plan of subdivision has been designed to optimize the lands available for development, while providing a form of development that is compatible with the surrounding community. The plan of subdivision accommodates appropriate community infrastructure and the logical and efficient extension of the existing street network and municipal services. Where possible, blocks have been designed to be oriented in an east/west orientation which maximizes southern exposures and passive solar benefits. Multiple residential buildings typically use less resources and are more energy efficient than single- detached dwelling which assists in achieving energy conservation. Further, each multiple residential block is of sufficient size to be designed to consider opportunities to maximize solar gain. m) the interrelationship between the design of the proposed plan of subdivision and site plan control matters relating to any development on the land, if the land is also located within a site plan control area Site Plan approval will be required for all Medium and High Density Blocks within the draft Plan of Subdivision. Based on the foregoing, it is our opinion that the Draft Plan together with the appropriate Draft Plan conditions of draft plan approval appropriately addresses Section 51(24) of the Planning Act Page 113 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 32 6.0 REVIEW OF TECHNICAL REPORTS Environmental Impact Study Vroom + Leonard were retained by the Owner to complete an Environmental Impact Study (EIS). The EIS was prepared to satisfy Municipal requirements as part of an application for a Draft Plan of Subdivision. These requirements state that a study must be undertaken when development is proposed within 120 m of natural heritage features. The presence of a Significant Valleyland on and within 120 m of the subject lands triggered the requirement for the report. The EIS report was prepared in accordance with the municipal and provincial guidelines for an Environmental Impact Study. The EIS concluded that there are no potential issues, nor potential cumulative effects of the development proposed. Notwithstanding, the Butternut hybridity test results remains outstanding, and if the results prove the tree is a true Butternut, a Butternut health assessment will be required under the ESA 2007 and a MECP permit will be required for the habitat intrusion. Additionally, Vroom + Leonard are still in communication with the MECP regarding the SAR bat that was recorded. Further investigations may be requested by the MECP and either a letter of assurance or an Overall Benefit permit will be required under the ESA. This work can be done in tandem with the County’s review and these two matters can be a condition of Draft Plan approval. With respect to natural heritage considerations, it was concluded in the EIS that as long as the final development plans follow the recommended mitigation measures in the EIS report, and any other required by the MECP through our continuing communication, the proposed development will be consistent with the Provincial Policy Statement 2020 and policies of Oxford County. The EIS report concluded that no there is no negative, nor adverse, unalterable impacts on the natural heritage features of the subject land and the natural heritage landscape identified in the OP, as long as the mitigation measures noted in this report are followed. It is recommended that the mitigation measures recommended in the EIS report be implemented through draft plan approval conditions. Transportation Impact Study Paradigm Transportation Solutions Limited completed a Transportation Impact Study (TIS) for the proposed development. The TIS includes an analysis of existing traffic conditions, a description of the proposed development, traffic forecasts and assessment of traffic impacts with recommendations to accommodate the proposed development as appropriate. Based on the investigations carried out, Paradigm concluded that: • With respect to existing traffic conditions, the study area intersections are operating with acceptable levels of service. Page 114 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 33 • That two-way stop control will be appropriate for all internal intersections, except the intersection of Dereham Drive and Street C which should be monitored for all-way stop control. • That based on the findings of the study, it is recommended that the development be approved as proposed, with the addition of a northbound left-turn lanes on Quarter Town Line at the intersection of Grandview Drive and at the intersection of Dereham Drive. A number of the improvements identified in the TIS report would be required independent of the proposed draft plan, and likely will be provided through development charges. Improvements required as a result of the proposed development can be implemented through draft plan conditions. Functional Servicing Report CJDL Consulting Engineers completed a Functional Servicing Report in support of the proposed development. The purpose of this report is to outline how the subject lands can be developed with adequate municipal services. The following describes the servicing strategy proposed for the subject lands, based on the findings of the FSR: • The area to be developed will direct major flow towards the north and south stormwater management ponds. Centreline road grades are anticipated to fall within the 0.5 – 1.0% range. Road grades may be set in a saw-tooth pattern, as required, to suit minor and major flow tributary areas, with roadway ponding limited to a depth of 0.30m maximum. • Lot grading will be designed to minimize the number of rear-yard catch basins, where practical. Back-to-back lots on parallel streets will generally be designed as back-to-front drainage, where catch basins are not required for lot drainage. Earth grading will raise roadways and rear property lines to grade prior to sewer servicing. Surplus fill stripped from high points will be placed in low lying areas where it can be accommodated. • The watermain layout has been designed to accommodate the required domestic water demands and Fire Underwriters’ Survey (FUS) fire flows for each phase of the development, as it builds out. All proposed hydrants will be served by a minimum of 150mmø PVC DR18 watermains. All housing units will be provided with an individual 25mmø DR9 PEX water service. The sizing of the water services for the high and medium density blocks will be completed at the time of detailed design. • All sanitary piping internal to the Victoria Wood development will convey flows by gravity to their respective sanitary outlets. Further design of the internal sanitary system will be completed during detailed design. Each housing unit will be provided with an individual 100mmø sanitary PDC to provide basement gravity service. The sanitary services to be provided for the high and medium density blocks will be determined at the time of detailed design. Page 115 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 34 • Under post-development conditions, stormwater management for the entirety of the site is proposed to be handled by one northern and one southern wet pond. Both wet ponds are proposed to provide enhanced (80% TSS removal) quality control and full quantity control up to the 100-year design storm. Outflows from the ponds will be restricted to pre- development peak outflows based on pre-development areas tributary to each outlet point. The regional storm event (1954 Hurricane Hazel) will be conveyed through the SWM ponds, while maintaining a minimum 0.3m freeboard to the top of pond bank. • The design of the stormwater piping and collection system will be completed at the time of detailed design. All stormwater piping will be designed using the rational method, to accommodate the 5-year design storm with a maximum of 90% pipe capacity, and an inlet time of 15 minutes. Each housing unit will be provided with an individual 125mmø storm PDC. • The North SWM Pond block has been sized to accommodate a maintenance access/walking trail around the entirety of the pond, as well as an area for sediment storage. The sediment storage area requirement has been determined based on a volume equivalent to 1m of sediment depth in the forebay and a maximum pile slope of 4:1. • The south SWM Pond block has been sized to accommodate a maintenance access/walking trail around the entirety of the pond, as well as an area for sediment storage. The sediment storage area requirement has been determined based on a volume equivalent to 1m of sediment depth in the forebay and a maximum pile slope of 4:1. • A detailed stormwater management report including stage storage volume calculations with SSA modelling results will be completed with the final design of the subdivision. Design of the outlet structure including orifices will also be completed at this time. • The Victoria Wood development is within the servicing area of Tillsonburg Hydro Inc., Bell Canada, Rogers Cable TV, Execulink and Enbridge Gas for connection/extension of underground utilities to service this subdivision. The development will require an internal three phase looped electrical distribution network. Electrical requirements for the external lands west of the site may need to be considered. Contact with Tillsonburg Hydro Inc. and utility providers will commence following the Draft Plan Application. Additional Reports In addition to the reports summarized herein, additional technical studies were completed in support of the proposed applications. This includes a Geotechnical Investigation and Slope Stability Assessment both prepared by EXP Services Inc. and a Phase 1 Archaeological Assessment prepared by Lincoln Environmental Consulting Group. These studies confirmed support for the proposed applications. Page 116 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 35 7.0 PUBLIC CONSULTATION STRATEGY The Planning Act (specifically O. Reg 544/06, amended by O. Reg. 178/16) requires that applicants submit a proposed strategy for consulting with the public with respect to an application as part of the ‘complete’ application requirements. This section summarizes the proposed Public Consultation Strategy. We propose that the public consultation process for the proposed Zoning By-law Amendment and Plan of Subdivision applications follow the Planning Act statutory requirements. The following points of public consultation are proposed: • After accepting the completed application, the County of Oxford Community Planning Office will issue a Notice of Complete Application to property owners within the prescribed distance of the subject property. • The complete application materials will be circulated to officials of municipalities and other ministries, commissions and authorities, and to others who are considered to have an interest in the proposal, to obtain information and recommendations. Any required peer reviews of the application materials will also be undertaken. • After an evaluation of the plan and application materials, a report will be prepared with a recommendation to the approval authority. Conditions will be imposed through the granting of draft plan approval. • Public Notice will be given for the statutory public meeting of the approval authority, in accordance with prescribed requirements. • It is anticipated that a public meeting will be held in the area municipality prior to the statutory public meeting of County Council. In addition to the above, direct written responses to comments raised through the public consultation process will be provided to County and Township for their review and consideration in the preparation of a recommendation report. The consultation strategy proposed will provide members of the public with opportunities to review understand and comment on the proposed applications. The consultation strategy will be coordinated with County and Township staff and additional opportunities for consultation may be warranted based on the input received. Page 117 of 876 Victoria Wood (Tillonsburg-West) GP Inc. Planning Justification Report | April 2022 36 8.0 SUMMARY & CONCLUSIONS The purpose of this Planning Justification Report was to evaluate the proposed Zoning By-law Amendment and Plan of Subdivision applications to facilitate the development of the subject lands in the context of existing land use policies and regulations, including the Provincial Policy Statement, the Oxford County Official Plan and the Town of Tillsonburg Zoning By-law. The analysis contained in this report demonstrates that the applications are in the public interest and represents good planning for the following reasons: • The proposed development is consistent with the Provincial Policy Statement, 2020; • The proposed development conforms to the policies of the Oxford County Official Plan; • The proposed development conforms to the broader land use policy framework for Tillsonburg as set out in the County Official Plan; • The proposed development will contribute the County’s growth management objectives through the development of the subject lands; • The proposed development can be adequately serviced through connections to municipal infrastructure; • The proposed development has been designed to integrate with the existing and emerging community and provide for on-site amenities including parks and trails and will contribute to the range of residential building types in the Town of Tillsonburg and the community, including a variety of types of multiple residential development; • The proposed development implements the proposed residential densities, proposed collector road network and proposed park as contemplated through the Official Plan; and • The proposed Official Plan Amendment and Zoning By-law Amendments will result in the appropriate protection of existing natural heritage features on the subject lands. Based on these conclusions, it is our opinion that the Zoning By-law Amendment and Plan of Subdivision applications are appropriate and should be considered for approval. Respectfully submitted, MHBC Andrea Sinclair, MUDS, BES, MCIP, RPP Partner Page 118 of 876 5A-150 Pinebush Road Cambridge ON N1R 8J8 p: 519.896.3163 905.381.2229 416.479.9684 www.ptsl.com 09 February 2023 Project: 210768 Andrew Gilvesy Cyril J. Demeyere Limited 261 Broadway Tillsonburg ON N4G 4H8 RE: VICTORIA WOOD (TILLSONBURG WEST) RESIDENTIAL SUBDIVISION, TILLSONBRUG – TRANSPORTATION IMPACT STUDY ADDENDUM In April 2022, Paradigm Transportation Solutions Limited (Paradigm) completed the Transportation Impact Study (TIS) for the proposed Victoria Wood (Tillsonburg West) residential subdivision located in the Town of Tillsonburg, Oxford County The April 2022 TIS was based on a previous Draft Plan of Subdivision comprising a total of 1,309 units including 412 single-family units, 167 street townhouses, 385 medium density units and 345 high density units. Vehicle access was proposed via connections to Concession Street (Street A), westerly extension of Grandview Drive, Dereham Drive and Esseltine Drive, and connection to Weston Drive through Baldwin Street. The Draft Plan for the proposed subdivision has since been changed to address County and Town comments, and to accommodate 1,318 units including 366 single-family units, 179 street townhouses, 428 medium density units and 345 high density units. The access arrangement remains the same. Figure 1 (attached) illustrates the updated Draft Plan. The implications of these changes for the April 2022 TIS are reviewed herein. In the April 2022 TIS, it was estimated that the subdivision would generate approximately 633 AM peak hour trips and 793 PM peak hour trips. Table 1 summarizes the trip generation based on the updated Draft Plan. Page 119 of 876 Paradigm Transportation Solutions Limited | Page 2 TABLE 1: UPDATED TRIP GENERATION The total peak hour trip generation based on the updated Draft Plan is less than the April 2022 TIS trip generation estimates by 7 trips during the AM peak hour and 14 trips during the PM peak hour. To address Town comments, Street I (previously Street J) geometry has been modified to accommodate a 22-metre right-of-way between Weston Drive and Street F (previously Street G). Based on this review, we confirm that the findings and conclusions of the April 2022 TIS are valid for the updated Draft Plan. Please let us know if you need further assistance. Yours very truly, PARADIGM TRANSPORTATION SOLUTIONS LIMITED Rajan Philips M.SC, P.Eng. Senior Transportation Consultant Rate In Out Total Rate In Out Total LUC 210 - Single-Family Detached Housing 366 Eq 63 180 243 Eq 212 124 336 LUC 215 - Single-Family Attached Housing 179 Eq 27 60 87 Eq 59 44 103 LUC 220 - Multifamily Housing (Low-Rise) 428 Eq 37 119 156 Eq 129 76 205 LUC 221 - Multifamily Housing (Mid-Rise) 345 Eq 32 108 140 Eq 82 53 135 159 467 626 482 297 779 LUC 210 - AM: Ln(T) = 0.91Ln(X)+0.12 | PM: Ln(T) = 0.94Ln(X)+0.27 LUC 215 - AM: T = 0.52(X)-5.70| PM: T = 0.60(X)-3.93 LUC 220 - AM: T = 0.31(X)+22.85 | PM: T = 0.43(X) + 20.55 LUC 221 - AM: T = 0.44(X)-11.61 | PM: T = 0.39(X) + 0.34 Land Use Number of Units AM Peak Hour PM Peak Hour Total Trip Generation Page 120 of 876 Paradigm Transportation Solutions Limited | Page 3 Attachments Page 121 of 876 Paradigm Transportation Solutions Limited | Page 4 Figure 1 Page 122 of 876 Statutory Public Meeting Proposed Residential Development Victoria Wood (Tillsonburg-West) GP Inc. March 27, 2023 Page 123 of 876 Existing Planning Framework Page 124 of 876 County of Oxford Official Plan Land Use Schedule Lands currently designated ‘Residential’ and ‘Open Space’ Page 125 of 876 County of Oxford Official Plan Residential Densities Schedule Lands further designated ‘Low Density’, ‘Medium Density ’ and High Density ’ Residential. A park is also contemplated. Low Density Permits: single detached, semi-detached, duplex, converted dwellings, quadraplexes, townhouses, and low density cluster development Medium Density Permits: townhouses, medium density cluster development, converted dwellings and low-rise apartments. High Density: intensive large -scale, multiple unit forms of residential development Page 126 of 876 County of Oxford Official Plan Transportation Network Schedule Esseltine Drive, Weston Drive and Dereham Drive are designated Collector Roads. The extension of these roads and any related services has been planned for. Surrounding roads (Concession Street, Quarter Town Line, Newell Street and Baldwin Street are designated Arterial Roads. Page 127 of 876 The existing Official Plan informed several key design elements of the proposed draft plan. Page 128 of 876 Medium and High Density Residential Concentrated to the north. Page 129 of 876 Provision of a park (central location of park determined by the Town’s Director of Recreation, Culture and Parks). Page 130 of 876 Extension of Esseltine Drive to the west. Page 131 of 876 Connection from Weston Drive to western boundary of subject lands. Page 132 of 876 The Official Plan Amendment seeks to add an additional medium density block in accordance with Official Plan criteria. Page 133 of 876 Planning Merits of Proposed Applications Page 134 of 876 County of Oxford Official Plan Planning Merits •Inclusion of a full range of housing types and a mix of housing sizes. •Subdivision designed to encourage walkability. •Subdivision designed as a complete community. •Natural features protected and retained where possible. •Design of road network disperses and slows down traffic. •Subdivision designed with consideration to existing surrounding development. •Design of subdivision evolved in response to circulation comments. Page 135 of 876 Inclusion of a full range of housing types and a mix of housing sizes. •Proposal includes low rise residential uses including single detached and street townhomes. •Medium and high density blocks allow for a full range of multiple dwellings including townhomes, bungalow townhomes, stacked townhomes and apartments. •Having a full range of housing types helps to address housing affordability and allows people to age in place. Page 136 of 876 Subdivision designed to encourage walkability Page 137 of 876 Subdivision designed as a complete community •Neighbourhood to contain a mix of residential unit types, a park, open space, and trail connections. •Permissions for limited non-residential uses within medium and high density residential blocks along Concession Street which would allow for commercial uses that serve residents of the subdivision and surrounding area. •Subdivision adjacent to existing elementary school. Page 138 of 876 Natural features protected and retained where possible.Page 139 of 876 The park, natural features, stormwater management blocks and the adjacent school form an open space network connected by trails, sidewalks and walkways. Page 140 of 876 Design of road network disperses and slows down traffic Page 141 of 876 Subdivision designed with consideration to existing surrounding development. Page 142 of 876 Design of subdivision evolved in response to circulation comments REVISED DRAFT PLAN SUBMISSION Page 143 of 876 Statutory Public Meeting Proposed Residential Development Victoria Wood (Tillsonburg-West) GP Inc. March 27, 2023 THANK YOU Page 144 of 876 Additional Slide ORIGINAL DRAFT PLAN SUBMISSION REVISED DRAFT PLAN SUBMISSION Page 145 of 876 Presentation to: Town of Tillsonburg Mayor & Council Members March 13, 2023 Town of Tillsonburg 200 Broadway St. Tillsonburg, ON 23/03/2023 1 Page 146 of 876 Presented by: Mike Wild -President Baldwin Place Residents Association Board Tillsonburg West Committee (TWC) 23/03/2023 2 Page 147 of 876 Baldwin Place Residents Association Board of Directors Mike Wild –President David Climie –Vice President Yvonne Allan –Treasurer Ross McNeil –Secretary Josie Hughes –Director of Activities Mal Garbutt –Director of Schedule ’B’ 23/03/2023 3 Tillsonburg West Committee (TWC) David Climie –Vice President & Chair Mike Wild –President & Co-Chair Marilyn Robson –Recording Secretary Nancy Kretschmann Rick Harrison Mike Pollington Larry Sim Planning Consultant Bill Wierzbicki Page 148 of 876 Baldwin Place Residents Association The Residents of Baldwin Place Represent: 282 Households 500+ Residents Pay $1.7M+ in Local Property Tax Contribute $10M+ to the Local Economy Pay $100K+ Annually to Maintain the Baldwin Place Community using Local Contractors 3/23/2023 4 Introduction Page 149 of 876 Your Worship Mayor Gilvesy & Members of Tillsonburg Council, Thank You for this opportunity bring our concerns to you regarding the proposed Victoria Woods Development adjacent to our community. I am Mike Wild, President of the Baldwin Place Residents Association Board of Directors and Vice Chair of the Baldwin Place Tillsonburg West Committee. As you know, Baldwin Place is an adult lifestyle community consisting of 282 homes. We have provided the Clerk with packages in order to provide you with more details regarding our concerns and the impact the Victoria Woods Development will have on our community if it is allowed to proceed as currently proposed by the developer. Let me assure you we are not against development as such. Our purpose is to maintain the safety, security and integrity of Baldwin Place and residents. I would like to draw your attention to some of our key concerns. 3/23/2023 5 Overview Page 150 of 876 Victoria Wood’s own traffic forecast estimates over 2,300 additional vehicles daily will travel through our community of 500 residents. This is contrary to Oxford County’s official plan. Section 8.2 & 8.3. Housing Development & Residential Areas, states traffic patterns from new development is to be designed to create minimum impact on local streets. Victoria Wood’s traffic forecast estimates slightly more daily vehicle traffic through our community than is forecast to travel along Concession Street, a major County Road. 3/23/2023 6 Traffic Page 151 of 876 We would ask the roadway on at southern end of the development be situated so there is no access into Baldwin Place. We would ask Esseltine Drive to remain closed. Under the proposed Victoria Woods Plan there will be six arterial roads connecting into Quarter Town Line in the space of 465 meters. At present, the east end of Esseltine is used by parents to park while picking up their children from the nearby Westfield Public School. The current proposed plan will turn Esseltine into a half a kilometre of one of the few straight roads in Tillsonburg. A potential raceway adjacent to the proposed park, our senior citizens community and children’s pick -up area. Although, we are aware the roads through Baldwin Place are designed to accept higher traffic volumes, our community is not. 3/23/2023 7 Traffic Page 152 of 876 We ask the Council to approve the establishment of a green belt along the western boundary of Baldwin Place from Esseltine to Jean Ferrie. This would also stop the removal of the existing tree line. We ask the council to ensure the design of the drainage system within the development does not flow into Baldwin Place’s existing swales. We would ask council’s assurance that Victoria Wood’s plans comply with Oxford County official plan regarding those lots adjacent to our community. 3/23/2023 8 Adjacent Land Use Page 153 of 876 Victoria Wood has requested R2 -35 zoning in those blocks backing onto Baldwin Place. This zoning permits single detached dwellings, semi-detached and duplexes. The County of Oxford Official Plan, 8.3 Housing Development and Residential Areas, require new residential lots with direct exposure to established residential street be consistent with the established build pattern. This would require lots to maintain setbacks and spacing between buildings to be consistent with the established build pattern. 3/23/2023 9 Zoning Page 154 of 876 We are asking that all new housing backing onto Baldwin Place meet the standards of existing Baldwin Place properties; Single Detached Dwellings R2 -5 & R2-5(H) single story; maximum of 7.6 m in height. The current high density housing proposed will detrimental impact our community’s identity, safety and security. The added strain on our community services, Medical, Fire and Policing is obvious. Many of our new residents are having difficulty getting a family doctor. 3/23/2023 10 Zoning Page 155 of 876 To ensure minimal disruption to our community from noise, dust and dirt we request assurance from the Developer that during construction temporary access for construction vehicles not be permitted on any street within Baldwin Place. We also would ask the placement of site storage, staging areas and temporary facilities be located on the west side of the Development and/or north of Esseltine Drive. 3/23/2023 11 Construction Page 156 of 876 The More Homes Built Faster Act 2022 has silenced our voice as a concerned community group. We now turn to you, our elected council, to speak on our behalf. We must rely on you to ensure the safety, security and integrity of Baldwin Place is maintained. 3/23/2023 12 Summary Page 157 of 876 Summary Summary of Modifications to Proposal 1)Permanently close Esseltine Drive as a through street 2)Redesign the southern street plan to prevent any connection with Weston Drive, Jean Ferrie Court or Baldwin Street. Build a new street through the Swance Drain, along the hiking trail and intersect it at Newell Road. Commuter traffic would connect to the Industrial Areas, Pressey Line and Hwy 3 and would be Safely diverted away from Baldwin Place and/or extend the proposed Street ‘F’ to Lowrie Line 3)Create and maintain a Greenbelt on Baldwin Place boundaries 4)Maintain Zoning Regulations to ensure Housing Types and Density Levels are similar to Baldwin Place (R2 -4, R2-5, R2-5(H)) 5)Construction vehicles do not use Baldwin Place streets and all site storage and stagging areas are north of Dereham Drive or on the western side of the Development 23/03/2023 13 Page 158 of 876 Please Review the Detailed Presentation that is being delivered to Council this evening Printed & Power Point 23/03/2023 14 Page 159 of 876 Please contact any of us on the Board or TWC if you have any Questions, Comment or Concerns 23/03/2023 15 Page 160 of 876 Thank You! Baldwin Place Residents Association Board Tillsonburg West Committee (TWC) 23/03/2023 16 Page 161 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 To: Mayor and Members of Tillsonburg Council From: Eric Gilbert, Senior Planner, Community Planning Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-27-7, SB 22-03-7 & ZN 7-22-10 – Performance Communities Realty Inc. REPORT HIGHLIGHTS The purpose of the Official Plan amendment, Draft Plan of Subdivision and zone change applications is to facilitate the creation of 80 lots for single detached dwellings, 16 blocks for 83 townhouse dwellings, and 1 block for future medium density residential development, in a new residential plan of subdivision. The proposed Official Plan Amendment will amend the Official Plan of one block within the proposed plan of subdivision from Low Density Residential to Medium Density Residential, to facilitate a medium density townhouse block. The proposed draft plan of subdivision consists of lots and blocks for residential development as described above, 6 open space blocks, one stormwater management block, served by 3 new local streets and the extension of Woodcock Drive. The proposal is consistent with the relevant policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan respecting residential development and the protection of natural features, and can be supported from a planning perspective. DISCUSSION Background OWNER: Performance Communities Realty Inc. 1 Barrie Boulevard, St. Thomas ON N5P 4B9 AGENT: Andrea Sinclair, MCIP RPP, MHBC Planning 540 Bingemans Centre Drive, Suite 200, Kitchener ON N2B 3X9 LOCATION: The subject lands are described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg. The lands are located on the north side of Bobolink Drive, and the lands do not currently have a civic address. Page 162 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 2 of 18 COUNTY OF OXFORD OFFICIAL PLAN: Existing: Schedule ‘T-1’ Town of Tillsonburg Residential Land Use Plan Open Space Schedule ‘T-2’ Town of Tillsonburg Low Density Residential Residential Density Plan Proposed: Schedule ‘T-1’ Town of Tillsonburg Residential Land Use Plan Open Space Schedule ‘T-2’ Town of Tillsonburg Low Density Residential Residential Density Plan Medium Density Residential TOWN OF TILLSONBURG ZONING BY-LAW 3295 Existing Zoning: Future Development Zone (FD) Active Use Open Space Zone (OS2) Proposed Zoning: Low Density Residential Type 1 Zone (R1) Special Low Density Residential Type 1A Zone (R1A-sp) Special Low Density Residential Type 2 Zone (R2-sp) Special Low Density Residential Type 3 Zone (R3-sp) Special Medium Density Residential Zone (RM-sp) Passive Use Open Space Zone (OS1) Active Use Open Space Zone (OS2) PROPOSAL: The proposed Official Plan Amendment (OPA) will amend Official Plan Schedule “T-2,” Town of Tillsonburg Residential Density Plan, to re-designate one block within the proposed plan of subdivision for future Medium Density Residential development. The application for Draft Plan of Subdivision will facilitate the creation of 80 lots for single detached dwellings, 16 blocks for 83 townhouse units, one block for future medium density residential development, 6 open space blocks, one stormwater block, served by 3 new local streets and the extension of Woodcock Drive. The Zone Change application proposes to rezone the lands from ‘Future Development Zone (FD)’ to ‘Low Density Residential Type 1 Zone (R1)’, ‘Special Low Density Residential Type 1A Zone (R1A-sp), Special Low Density Residential Type 2 Zone (R2-sp), Special Low Density Residential Type 3 Zone (R3-sp), Special Medium Density Residential Zone (RM-sp), Passive Use Open Space Zone (OS1), and Active Use Open Space Zone (OS2) to facilitate the above noted Draft Plan of Subdivision. Site specific zoning provisions have been requested, and further details are included in the ‘Zoning’ section of this report. In support of the applications, a functional servicing report, planning justification report, Archeological Assessment Report, Environmental Impact Study, Transportation Impact Study, and Geotechnical and Slope Stability Report were submitted. Page 163 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 3 of 18 The subject lands comprise approximately 13.45 ha (33.2 ac), No buildings or structures are present on the property and the lands have been used for agricultural purposes. Surrounding uses include low density residential uses to the south, lands designated for service commercial purposes (including the Sobey’s Supermarket) to the west, agricultural uses and the Township of South-West Oxford to the north, and planned residential uses to the east, beyond the open space block. Plate 1, Location Map with Existing Zoning, indicates the location of the subject site and the existing zoning in the immediate vicinity. Plate 2, 2020 Aerial Map, provides an aerial view of the subject property and surrounding area. Plate 3, Proposed Draft Plan of Subdivision, provides the layout of the proposed draft plan of subdivision. Plate 4, Proposed Medium Density Block, illustrates the proposed layout of the medium density block. Application Review 2020 PROVINCIAL POLICY STATEMENT Section 1.1.1 of the Provincial Policy Statement (PPS) directs that healthy, liveable and safe communities are sustained by promoting efficient development and land use patterns which sustain the financial well-being of the Province and municipalities over the long term, accommodating an appropriate affordable and market-based range and mix of residential types (including single-detached, additional residential units, multi-unit housing, affordable housing and housing for older persons), employment, institutional, recreation, park and open space, and other uses to meet long-term needs. Section 1.1.2 of the PPS directs that sufficient land shall be made available to accommodate an appropriate range and mix of land uses to meet projected needs for a time horizon of up to 25 years, informed by provincial guidelines. Section 1.4.1 sets out policies which are intended to provide for an appropriate range and mix of housing options and densities required to meet projected requirements of current and future residents of the regional market area. To accommodate this, planning authorities shall maintain at all times the ability to accommodate residential growth for a minimum of 15 years through residential intensification and redevelopment and if necessary, lands which are designated and available for residential development. Section 1.7.1 directs that long-term economic prosperity should be supported by, among other measures, encouraging residential uses to respond to dynamic market-based needs and providing necessary housing supply and range of housing options for a diverse workforce, optimizing the long-term availability and use of land, resources, infrastructure and public service facilities. The PPS also contains policies which direct that natural features and areas shall be protected for the long term. Section 2.1.2 directs that diversity and connectivity of natural features in an area and the long-term ecological function and biodiversity of natural heritage systems should be maintained, restored or, where possible, improved, recognizing linkages between and among natural heritage features and areas, surface water features and ground water features. Page 164 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 4 of 18 Section 2.1.5 directs that development and site alteration shall not be permitted in significant woodlands and significant wildlife habitat. OFFICIAL PLAN The subject lands are predominantly designated ‘Low Density Residential’ & ‘Open Space’, as per Schedules T-1 & T-2 of the Official Plan. Low Density Residential Areas are those lands that are primarily developed or planned for a variety of low rise, low density housing forms including single detached dwellings, semi-detached, duplex or converted dwellings, quadraplexes, townhouses and low density cluster development. In these areas, it is intended that there will be a mixing and integration of different forms of housing to achieve a low overall density of use. It is not intended that the full range of housing will be permitted in every individual neighbourhood or development. The maximum net residential density in the Low Density Residential Designation is 30 units/ha (12 units/ac) and the minimum net residential density is 15 units/ha (6 units/ac). The proposed development within the Low Density Residential Area has a net residential density of 25.1 units/ha (10.2 units/ac). Town and Council will be satisfied that the following criteria has been addressed: The location of vehicular access points, the likely impact of traffic generated by the proposal on Town streets and potential traffic impacts on pedestrian and vehicular safety and surrounding properties is acceptable; Existing municipal services and public facilities will be adequate to accommodate the proposed infill project; Stormwater run-off from the proposal will be adequately controlled and will not negatively affect adjacent properties; Adequate off-street parking and outdoor amenity areas will be provided; The extent to which the proposed development provides for the retention of any desirable vegetation or natural features that contribute to the visual character of the surrounding area; The effect of the proposed development on environmental resources and the effects of environmental constraints on the proposed development will be addressed and mitigated in accordance with Section 3.2; Consideration of the potential effect of the development on natural and heritage resources and their settings; Compliance of the proposed development with the provisions of the Zoning By-Law and other municipal by-laws. Medium Density Residential areas are those lands that are primarily developed or planned for low profile multiple unit development that exceed densities established in Low Density Residential Districts. Residential uses within Medium Density Residential areas include townhouses, cluster houses, converted dwellings, and apartment buildings. The maximum net residential density in the Medium Density Residential area is 62 units per hectares (25 units per acre) and no building shall exceed four stories in height at street elevation. Within areas of new Medium Density Residential development, the minimum net residential density shall be 31 units per hectare (13 units per acre). Page 165 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 5 of 18 In addition to areas predominantly composed of existing or planned Medium Density Residential development as identified on Schedule T-2, any further designations will be consistent with the following location criteria: Sites which abut arterial or collector roads or which are situated such that movements from the site do not flow through any adjoining Low Density Residential area; Sites which are close to shopping, recreation, cultural and community facilities; Sites which are adjacent to commercial areas, Community Facilities or High or Medium Density Residential Areas. Any lands proposed for Medium Density Residential development not identified on Schedule “T- 2” will require an amendment to the Official Plan. In addition to the location policies identified, when considering proposals to designate lands for Medium Density Residential development, Town Council and County Council will be guided by the following site specific criteria: the size, configuration and topography of the site is such that there is sufficient flexibility in site design to mitigate adverse effects on the amenities and character of any adjacent Low Density Residential area through adequate buffering and screening; the location of vehicular access points and the likely effects of traffic generated by the proposal on Town streets has been assessed and is acceptable; adequate hard service capacity including water distribution, sanitary and storm sewers, power and gas distribution facilities is or will be available to accommodate the proposed development; off-street parking and outdoor amenity areas can be provided; the effect of the proposed development on environmental resources or the effect of environmental constraints on the proposed development will be addresses and mitigated as outlined in Section 3.2. The subject lands contain significant woodlands and valleylands. Section 3.2 of the Official Plan requires where site alteration is occurring within or 50 m adjacent to Significant Valleylands or Significant Woodlands, that an Environmental Impact Study be prepared. New permitted uses, or expansions/enlargements to existing uses, buildings, or structures within or adjacent to a Natural Heritage designation that requires a Planning Act approval may be permitted if it can be demonstrated through an Environmental Impact Study (EIS), prepared to the satisfaction of the Municipality in accordance with the policies contained in Section 3.2 this Plan, that there will be no negative impacts to the natural heritage features and/or their ecological functions. The policies of Section 10.3.3 (Plans of Subdivision and Condominium) provide that County and Town Council will evaluate applications for a plan of subdivision on the basis of the requirements of the Planning Act, as well as criteria including, but not limited to, the following: Conformity with the Official Plan; The availability of community services such as roads, water, storm and sanitary sewers, waste disposal, recyclable collection, public utilities, fire and police protection, parks, schools and other community facilities; The accommodation of Environmental Resources and the mitigation of environmental and human-made constraints; The reduction of any negative effects on surrounding land uses, transportation networks or significant natural features; The design of the plan can be integrated into adjacent developments, and; The design of the plan is to be compatible with the natural features and topography of the site, and proposals for extensive cut and fill will be discouraged. Page 166 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 6 of 18 As a condition of draft plan approval, County Council will require an applicant to satisfy conditions prior to final approval and registration of the plan. The applicant will be required to meet the conditions of the draft approval within the specified time period, failing which, draft plan approval may lapse. Additionally, to provide for the fulfillment of these conditions, and for the installation of services according to municipal standards, County Council shall require the applicant to enter into a subdivision agreement with the area municipality and, where necessary, the County, prior to final approval of the plan. ZONING BY-LAW The subject lands are currently zoned ‘Future Development Zone (FD)’ in the Town Zoning By- Law. The Zone Change application proposes to rezone the lands from ‘Future Development Zone (FD)’ to ‘Low Density Residential Type 1 Zone (R1)’, ‘Special Low Density Residential Type 1A Zone (R1A-sp), Special Low Density Residential Type 2 Zone (R2-sp), Special Low Density Residential Type 3 Zone (R3-sp), Special Medium Density Residential Zone (RM-sp), Passive Use Open Space Zone (OS1), and Active Use Open Space Zone (OS2) to facilitate the above noted Draft Plan of Subdivision The proposed zoning provisions are denoted in the table below: Page 167 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 7 of 18 Proposed Zone Lots Site Specific Regulations R1A-sp 13-36 Permit increased lot coverage of 45% in lieu of maximum 37%; Reduce the required exterior side yard width from 6 m to 4.5 m. R2-sp 1-7, 11, 12, 38- 40, 43, 44, 47- 50, 53- 61, 66- 69, 71- 84, 85- 94 Permit increased lot coverage of 55% in lieu of maximum 40%; Reduce the required exterior side yard width from 6 m to 4.5 m; Reduce the required interior side yard width from 3 m & 1.2 m to 1.2 m; Reduce the required rear yard depth from 7.5 m to 6 m; Increase the permitted encroachment and projection for uncovered and covered decks into a required yard from 1.5 m to 3 m. R3-sp 8-10, 36, 37, 41, 42, 45, 46, 51, 52, 62-66, 70 Reduce the minimum lot area from 240 m2 to 190 m2 for an interior unit; Reduce the minimum lot area from 330 m2 to 235 m2 for an end unit; Reduce the minimum lot frontage for an interior unit from 8 m to 6 m; Reduce the minimum lot frontage for an end unit from 11 m to 7.6 m; Reduce the minimum interior side yard width for end units from 3 m to 1.2 m; Increase the maximum permitted lot coverage from 40% to 55%; Increase the permitted encroachment and projection for uncovered and covered decks into a required yard from 1.5 m to 3 m; Increase the driveway area from 50% of lot frontage to 84%; Request that corner lots include a provisions that the greater frontage be deemed the front lot line. RM-sp Block 104 Reduce the minimum required front yard depth from 7.5 m to 3 m; Reduce the minimum required rear yard depth from 10.5 m to 3 m; Reduce the minimum required landscape open space from 30% to 28%; Reduce the minimum distance between multiple dwellings from 12 m to 2.5 m. It is recommended that Holding Provisions be utilized (as has been standard practice in the Town for draft plans of subdivision) to ensure that all appropriate development agreements are in place prior to the issuance of any building permits. Page 168 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 8 of 18 AGENCY COMMENTS The Town of Tillsonburg Engineering Services Department provided the following comments: If approved, please include the following as conditions of draft plan approval: a. The Owner agrees to satisfy all requirements, financial and otherwise, of the Town regarding the construction of roads, installation of services, including water, sewer, electrical distribution systems, street lights, sidewalks, and drainage facilities and other matters pertaining to the development of the subdivision in accordance with Town standards. b. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans and reports. c. Such easements as may be required for utility or drainage purposes outside of the public right-of-way shall be granted to the appropriate authority. The Town of Tillsonburg Parks Department indicated that parkland dedication for this subdivision was previously provided and dedicated to the Town. The Oxford County Public Works Department provided the following comments: Final watermain sizing of the proposed water distribution system within the development will be determined during detailed design. A temporary watermain with a minimum diameter of 100 mm will be required upon external watermain upgrade. Requested conditions of approval from Oxford County Public Works Department have been included as appropriate, in the recommended conditions of approval. Long Point Region Conservation Authority provided the following comments: Long Point Region Conservation Authority (LPRCA) staff have had an opportunity to review the application SB 22-03-7 & ZN 7-22-10 and can provide the following comments based on LPRCA’s various plan review responsibilities. Staff have reviewed the following studies: Functional Servicing Report, May 2022 Geotechnical Investigation & Slope Stability Assessment, April 2022 Status of Environmental Impact Study, May 2022 Stormwater Management LPRCA have reviewed the stormwater management design using the 2003 MECP Stormwater Management Planning and Design Manual, MTO Drainage Manual, LID Stormwater Management Manual, the sustainable technologies STEP website https://sustainabletechnologies.ca/, and the Municipal SWM guidelines. Staff have the following comments with regards to Stormwater Management: EXP should comment on the plan to place a Stormwater Management pond along the hazard limit. The Geotechnical Investigation & Slope Stability Assessment does not account for the pond; as the setback may increase. Erosion and sediment control plan should be provided. Page 169 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 9 of 18 Pre-development volumes need to be controlled when entering the ravine to prevent channeling forming erosion. The subject property is partially within the regulated area under Ontario Regulation 178/06. Any development within the regulated area requires a permit prior to development. This includes any grading or outlet structures. Overall, LPRCA staff have no objection to the concept of the proposed development. The Tillsonburg District Chamber of Commerce provided the following comments: The Tillsonburg District Chamber of Commerce supports these applications, with the following concerns: That traffic studies be completed and changes made given that there are only 2 access points from North Street to the proposed development. If left this way, there will be traffic congestions throughout this subdivision for those needing to access the newly proposed development. There is concern for public safety given that the existing streets in the current subdivision do not have sidewalks and pedestrians walk on the roads, including children and elderly members of the community. With increased traffic, the number of pedestrians will increase. That the Town be committed to investing in infrastructure to support the influx of new residents; Some recommendations (i.e. traffic signals) mention that “some improvements would be required over the next 10 years to accommodate the new residents”. We recommend that Council is supporting this and looking for ways to include these needs in upcoming budgets. That attention be given to having enough school space to accommodate this many new residents. We recommend that school boards are given the opportunity to provide feedback when these application are filed so that new residents will be informed about what school their children will be attending. Shopping is also a concern; particularly for children’s clothing and accessories. A focus should be put on retail attraction. There is concern that there is little to no room for parking. The streets seem to be narrow in these high volume proposals. With vehicles parked on both sides of the streets, traffic movement is slowed, and there are safety concerns for pedestrians. If there was an emergency, there is concern that fire trucks, and/or ambulances would have difficulty navigating the streets. That attention be given to our healthcare infrastructure to ensure that individuals have access to primary care as our community continues to grow (in order to maintain a healthy community and workforce). The Thames Valley District School Board provided the following comments: Please be advised that the subject property and proposed Draft Plan of Subdivision is currently located within the attendance area boundaries of South Ridge Public School (Elementary – Junior Kindergarten to Grade 8) and Glendale High School (Secondary – Grade 9 to Grade 12). South Ridge Public School is operating at capacity and while enrolment is expected to increase, TVDSB has no concerns regarding this application or student accommodation at this time. Page 170 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 10 of 18 The Board regularly reviews accommodation conditions across all elementary and secondary schools and will provide updated comments as necessary. We would appreciate it if you could please keep us updated regarding this application. PUBLIC CONSULTATION Notice of complete application was provided to surrounding property owners on July 27, 2022, and notice of public meeting was issued on March 13, 2023 in accordance with the requirements of the Planning Act. At the time of writing this report, no comments have been received from the public. Planning Analysis The applications for Official Plan amendment, draft plan of subdivision approval and zone change propose to facilitate the development of a residential plan of subdivision in the Town of Tillsonburg. It is the opinion of staff that the proposal is consistent with the relevant policies of the Provincial Policy Statement. The proposed development is considered to be a form of infilling that promotes a mix of housing types and represents an efficient use of lands, municipal services and infrastructure within a designated settlement area, which is consistent with Sections 1.1.1, 1.1.3.1, 1.1.3.2, 1.1.3.3 and 1.4.3 of the PPS. The development also contributes to housing types and densities required to meet the projected requirements of current and future residents of the Town and the broader regional market area. Transportation Impact Study The applicant submitted a Transportation Impact Study (TIS) prepared by Paradigm Transportation Solutions. The study evaluated the impacts on the transportation network that could potentially result from the development of the subject lands and adjacent developments. The study indicates that the intersections within the study area currently operate within acceptable levels of service, but notes that in 2027 background traffic conditions the eastbound shared through/left-turn movement at the intersection of Broadway and North Street will be approaching storage capacity. In 2027 with total traffic conditions, the westbound left-turn movement at the intersection of Broadway and North Street is forecast to operate with 95th percentile queues exceeding the available storage during the AM peak hour. The study recommended the following intersection improvements: Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.47 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. Based on the findings and conclusions of the study, it is anticipated that the proposed development can be accommodated within the Town’s existing street and road network, with the required additional storage being able to be accommodated within the existing streets. Page 171 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 11 of 18 Environmental Impact Study An Environmental Impact Study was submitted in support of the application for draft plan approval, as the subject lands contain significant woodlands, valleylands, and significant wildlife habitat due to the presence of groundwater seepage areas. The EIS reviewed the 0.24 ha of woodland that is proposed to be removed as part of the construction of the planned collector- Street C, as well as a 0.05 ha area of woodland to be removed for a sediment storage area southeast of the SWM pond, and a 5 m outlet pipe for the SWM pond that will outlet to the existing creek and ravine. /washout that is proposed to be removed and altered for residential use. The EIS included the following recommendations and mitigation measures to ensure there is a net environmental gain as required by the Official Plan: Low Impact Development techniques be implemented to encourage groundwater recharge; Requirement for additional plantings and buffer areas; Requirement for erosion and sedimentation controls for pre and post construction near the proposed stormwater outlet; Preparation of a detailed planting plan with appropriate native species in recommended areas; Preparation of detailed plans for walkways and trails, to ensure there is no negative impact to existing woodland and natural features; Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; Monitoring of restoration areas/ plantings for one year after planting to ensure they have survived; Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; Development of an educational homeowner brochure for lots backing onto the Natural Heritage feature and hedgerows. A peer review of the EIS was conducted, and conditions of draft approval have been included to require that all recommendations and mitigation measures identified in the EIS and recommendations of the peer review are appropriately implemented, to the satisfaction of the Town of Tillsonburg and County of Oxford. Functional Servicing Report In support of the subject applications, the applicant submitted a Functional Servicing Report prepared by CJDL Consulting Engineers Limited. The report states that development of the subject property as an urban residential subdivision with full municipal and utility services is achievable, and that supporting municipal infrastructure in the Town of Tillsonburg is available to accommodate the expected growth. Watermains are currently located to the south of the property on Bobolink Drive. There are two proposed connection points to the existing municipal watermain network to serve the proposed development, and four potential watermain connection points for future development adjacent to the site. The existing watermain infrastructure may not accommodate the required fire flows for the development as proposed and the applicant has worked with County Public Works staff to identify six possible watermain upgrades to optimize flows in this area. Through the detailed engineering design of the subdivision, Oxford County Public Works staff have identified that any Page 172 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 12 of 18 required upgrades will be identified and appropriate cost-sharing agreements will be negotiated and included in future subdivision agreements. Sanitary servicing is achievable and will occur through two proposed connections to the existing sanitary sewer network on Bobolink Drive, which will convey flows to Tanager Drive and ultimately the recently constructed Sanitary Pumping Station on North Street. All sanitary sewer servicing internal to the development will convey flows by gravity to their respective sanitary outlets. Municipal storm sewers will be required to service the proposed residential development. Under post-development conditions, stormwater management for the majority of the site is proposed to be handled by one stormwater management wet pond. The wet pond is proposed to provide enhanced quality control and full quantity control up to the 100-year design storm. Outflows from the pond will be restricted to pre-development peak outflows based on the pre-development area (22.4 ha) tributary to the ravine/watercourse outlet. A detailed stormwater management report and modelling will be submitted for approval prior to the final approval of the plans for registration. Official Plan Amendment and Draft Plan of Subdivision The proposed Official Plan Amendment will re-designate Block 104 of the Proposed Draft Plan of subdivision from Low Density Residential to Medium Density Residential, to facilitate a future medium density townhouse development. It is proposed that the dwelling types included in this block are cluster townhouses, or back to back townhouses. It is proposed that the medium density block will be subject to a future draft plan of condominium application, providing for a different form of ownership and tenure than the freehold residential development that exists in the area. A preliminary site plan shows 56 units within the proposed medium density block, this would represent a net residential density of 40 units per hectare, consistent with the permitted density of 30-62 units per hectare. Planning staff are of the opinion that the policies respecting the designation of additional Medium Density Residential Areas have been satisfactorily addressed. In response to the Official Plan policy criteria for new medium density areas, Planning staff note that the proposed Medium Density Block abuts a proposed collector road (Street C) which is being designed with a 22.0 metre right-of-way. Until such time as the collector road is extended to the east or west, traffic will be directed to the south of the proposed development, and two points of access have been provided to facilitate that movement. The draft plan has been prepared in coordination with the landowner to the east such that the collector road can align with the collector road extension to the east. It is noted that this planned collector road has been identified on Schedule T-4 of the Official Plan, (Town of Tillsonburg Transportation Network Plan), since the adoption of the Official Plan in 1995. The proposed Medium Density block is close to shopping, recreation and cultural uses. An existing neighbourhood park abuts the draft plan of subdivision to the south. Public trail linkages proposed through the draft plan of subdivision will provide a direct active transportation link for residents of the proposed medium density block to access to the public park. Shopping, including a food store is located southwest of the subject lands. The proposed medium density block will be within a five minute walk of the existing food store. Page 173 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 13 of 18 Other community serving uses including a fitness centre, gas station and religious institution are also located nearby. The proposed Medium Density Block will be appropriately buffered from existing low density residential development and is appropriately integrated within the proposed draft plan of subdivision with other, street oriented townhouse development. The block is expected to be adequately serviced from the new infrastructure in the proposed plan of subdivision, and is sufficiently large to provide required parking and amenity areas. No parking relief has been requested for the proposed medium density block. With regard to the policies of Section 10.3 of the Official Plan (Plans of Subdivision and Condominium) which require the developer to address a series of standard review criteria concerning the adequacy of servicing, environmental impacts, cultural resources, transportation networks and integration with surrounding developments, staff note that the required studies and reports have been received and reviewed through this Office and the recommendations of these reports can be satisfactorily addressed through the inclusion of appropriate conditions of draft approval. Within the low density residential area a mix of dwelling types is proposed, including single detached dwellings and street fronting townhouse dwellings. The net residential density of the low density residential area is 25.1 units per hectare, less than the maximum residential density of 30 units per hectare. Planning staff are of the opinion that proposal is generally in-keeping with the Plan of Subdivision policies of Section 10.3.3, and the policies of the Low Density Residential designation as the plan of subdivision will provide for a range of lot sizes and a mix of housing types that are integrated throughout the development, which is in keeping with low density residential policies. With respect to parkland and parkland dedication, the lands identified as Block 21 of 41M-148 were previously dedicated to the Town for parkland purposes by the previous owner of the lands in 1997, and are located adjacent to the parkland located at the northeast corner of Bobolink Drive and Tanager Drive. The applicant indicated that some of these lands are necessary for storm water management purposes due to the existing topography and drainage patterns for the site, and a portion of these lands will be incorporated into the proposed storm water management block (depicted as Block 103). The applicant has provided additional lands for trails and park purposes, shown as Blocks 97, 98, 99 & 100 to provide a parkland dedication in excess of the 5% required by the Planning Act. Proposed Zoning With respect to the proposed zoning request for the Medium density blocks, Planning staff consider most of the requested provisions generally appropriate. The requested reductions to the minimum distance between buildings can be considered appropriate as the spatial separation provisions of the Ontario Building Code more appropriately regulate the required separation between buildings, and the development of these blocks will be subject to site plan approval, where matters such as lot grading, servicing, access, parking, landscaping, and other matters are required to be addressed to the satisfaction of the Town and County. The proposed reductions to the minimum front yard depth, rear yard depth, and reduced landscaped open space can be considered generally appropriate as the units will have access to the proposed pedestrian trail corridor, and the reduced front yard and rear yards in this instance functions as side yards as the units will actually front on a future private street. The reduced landscaped open space will provide for greater driveway widths to ensure that each unit has parking for 2 vehicles within the private driveway and a space within their attached garage. The proposal will provide the required parking as per the current parking standards. Page 174 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 14 of 18 The requested zoning provisions for the street-fronting townhouse blocks in the R3 zones will provide for increased building envelopes and smaller townhouse blocks and will reflect other recent townhouse developments in the Town, including townhouses in Northcrest Phase 2 and Northcrest Phase 1 subdivisions. The reduced exterior side yard width is not expected to impact traffic sightlines or safety as the lots will front on local streets. The reduced minimum lot area, lot frontage, interior side yard and increased lot coverage are reflective of the four unit street-fronting townhouse block design and appropriate private amenity space will remain available, and the proposed relief can be considered appropriate to facilitate the development of freehold townhouse blocks. The reduced lot frontage, lot area and interior side yard width will continue to allow for 2 parking spaces to be provided for each unit (1 in the driveway and one within the private attached garage). The proposed increased driveway width will ensure that each townhouse unit, particularly the interior units have driveways sufficiently wide to accommodate two vehicles, and the occupants do not need to rely on the attached garage for parking purposes. The requested zoning provisions for the single detached dwellings that would back onto existing residential development on Bobolink Drive would provide for increased lot coverage, and reduced exterior side yard widths. The requested provisions for the other single detached dwelling lots would again provide for increased lot coverages, reduced exterior side yard widths, reduced interior side yard widths, reduced rear yard depths, and increased permitted projections for uncovered and covered decks can be considered appropriate as the overall engineering design for the development will account for the increased lot coverages and the SWM facility will be designed to accommodate the proposed lot coverages. No impacts to the planned road network are expected from the reduced exterior side yard widths as the site triangle requirements will continue to be respected. The reduced rear yard depths will still provide for appropriate outdoor amenity space, and the increased permitted projections for decks will provide for covered amenity space as appropriate. Conclusions In light of the foregoing, Planning staff are satisfied that the proposed development is consistent with the policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan. As such, staff are satisfied that the applications can be given favourable consideration. RECOMMENDATIONS 1. The Council of the Town of Tillsonburg approve in principle the zone change application (File No. ZN 7-22-10) submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, to rezone the lands ‘R1’, ‘R1A-sp’, ‘R2-sp’, ‘R3-sp’, ‘RM-sp’, OS1 & OS2, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; 2. That the Council of the Town of Tillsonburg advise County Council that the Town supports the application to amend the County Official Plan (File No. OP 2 2-27-7), submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, to re-designate a portion of the subject lands from Low Density Residential to Medium Density Residential to facilitate a future medium density residential block within a proposed draft plan of subdivision; Page 175 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 15 of 18 3. And further, the Council of the Town of Tillsonburg advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-03-7, submitted by Performance Communities Realty Inc, for lands legally described as Part of Lots 6, Concession 10 (Dereham) and Blocks 18-21, Plan 41M-148, in the Town of Tillsonburg, consisting of 80 lots for single detached dwellings, 16 lots for tow nhouse dwellings, one block for medium density residential development, 6 open space blocks, one stormwater block, served by 3 new local streets and the extension of Woodcock Drive, subject to the following conditions of draft approval: 1. This approval applies to the draft plan of subdivision submitted by Performance Communities Realty Inc, (SB 22-03-7) and prepared by CJDL Consulting Engineers, as shown on Plate 3 of Report No. CP 2023-81 and comprising Blocks 18-21, Plan 41M-148, Part of Lots 6, Concession 10 (Dereham) in the Town of Tillsonburg subject to the following modifications: a. Inclusion of 0.3 m reserves at the northern terminus of Woodcock Drive & Street B; b. Required modifications to implement recommendations of the Peer Review of EIS completed by Beacon Environmental Inc, dated March 3, 2023. 2. The Owner shall enter into a subdivision agreement with the Town of Tillsonburg and County of Oxford. 3. The Owner agrees in writing, to install fencing as may be required by the Town, to the satisfaction of the Town of Tillsonburg. 4. The Owner agrees in writing, to satisfy all requirements, financial and otherwise, of the Town regarding construction of roads, installation of services, including water, sewer, electrical distribution systems, sidewalks, street lights, and drainage facilities and other matters pertaining to the development of the subdivision in accordance with the standards of the Town, to the satisfaction of the Town of Tillsonburg. 5. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans an reports, to the satisfaction of the Town of Tillsonburg. 6. The road allowances included in the draft plan of subdivision shall be dedicated as public highways, to the satisfaction of the Town of Tillsonburg. 7. The streets included in the draft plan of subdivision shall be named, to the satisfaction of the Town of Tillsonburg. 8. The subdivision agreement shall contain provisions requiring the Owner provide an overall Landscaping Plan depicting at least one (1) tree per lot, in accordance with Tillsonburg’s Design Guidelines. The Town shall approve the species of tree to be planted. 9. The Owner shall convey Blocks 97, 98, 99 & 100 to the Town of Tillsonburg as walkway/pedestrian trails, free of any liens or encumbrances, in a suitable condition, to the satisfaction of the Town of Tillsonburg. Page 176 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 16 of 18 10. The Owner shall retain a Landscape Architect to prepare a landscape plan for the plan of subdivision, to the satisfaction of the Town of Tillsonburg. 11. Prior to the approval of the final plan by the County, all lots/blocks shall conform to the zoning requirements of the Town’s Zoning By-law. Certification of lot areas, frontages, and depths shall be provided to the Town by an Ontario Land Surveyor retained by the Owner, to the satisfaction of the Town of Tillsonburg. 12. Prior to the approval of the final plan by the County, the Owner shall agree in writing that all phasing of the plan of subdivision will be to the satisfaction of the Town of Tillsonburg and County of Oxford. 13. Prior to the approval of the final plan by the County, such easements as may be required for utility and drainage purposes shall be granted to the appropriate authority, to the satisfaction of the Town of Tillsonburg and County of Oxford Public Works. 14. The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Transportation Impact Study prepared by Paradigm Transportation Solutions Limited, May 2022. This will be completed to the satisfaction of the Town of Tillsonburg and the County of Oxford. 15. The Owner agrees in writing, to follow and implement all recommendations contained in the Geotechnical Investigation and Slope Stability Assessment, prepared by EXP Services Inc., dated April 2022, to the satisfaction of the Town of Tillsonburg and County of Oxford. 16. The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Functional Servicing Report, prepared by CJDL Consulting Engineers, May 2022, to the satisfaction of the Town of Tillsonburg and County of Oxford. 17. The Owner agrees in writing to implement all recommendations, mitigation measures, monitoring programs contained in the Environmental Impact Study, prepared by Dance Environmental Inc., dated November 2022 and the resulting peer review, to the satisfaction of the Town of Tillsonburg and County of Oxford. Specifically, this includes: a) Low Impact Development techniques be implemented to encourage groundwater recharge; b) Requirement for additional plantings and buffer areas; c) Requirement for erosion and sedimentation controls for pre and post construction near the proposed stormwater outlet; d) Preparation of a detailed planting plan with appropriate native species in recommended areas; e) Preparation of detailed plans for walkways and trails, to ensure there is no negative impact to existing woodland and natural features; f) Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; g) Monitoring of restoration areas/ plantings for one year after planting to ensure they have survived; Page 177 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 17 of 18 h) Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; i) Development of an educational homeowner brochure for lots backing onto the Natural Heritage feature and hedgerows. 18. The Owner agrees in writing, to satisfy all the requirements, financial and otherwise, including payment of applicable development charges, of the County of Oxford regarding the installation of the water distribution system, the installation of the sanitary sewer system, and other matters pertaining to the development of the subdivision, to the satisfaction of County of Oxford Public Works. 19. The subdivision agreement shall make provision for the assumption and operation of the water and sewage system within the draft plan of subdivision by the County of Oxford, to the satisfaction of County of Oxford Public Works. A CAD file of the watermain layout for the entire development showing the water main location, hydrants, valves, street and lot fabrics will be required so that it can be integrated into the County’s water modeling. 20. The Owner agrees in writing, to prepare and submit for approval from County of Oxford Public Works, detailed servicing plans designed in accordance with the County Design Guidelines, to the satisfaction of County of Oxford Public Works. 21. Prior to the final approval of the subdivision plan, the Owner shall receive confirmation from the County of Oxford Department of Public Works that there is sufficient capacity in the Tillsonburg water and sanitary sewer systems to service the plan of subdivision. Confirmation shall be given in accordance with the “Protocol for Allocation of Water and Sewage Capacity for Development”. 22. The Owner agrees that prior to registration of each phase of development, the Owner shall demonstrate to the satisfaction of the County of Oxford that each phase shall be serviced with two independent water supply points to provide for adequate redundancy and looping for domestic and fire protection services. 23. The Owner acknowledges that further review and discussions will be conducted with the Town and County to determine required upgrades to the water system for this development as described within the Functional Servicing Report as modelled fire flow requirements cannot be met with current infrastructure. 24. The Owner agrees in writing that external watermain upgrades are required and that there will be cost-sharing between the County and the Owner. The amounts are to be mutually agreed upon and can be finalized in any future subdivision agreement. 25. Prior to the signing of the final plan by the County of Oxford, the owner shall submit an archaeological assessment of the subject property and mitigate, through preservation or resources removal and documentation, adverse impacts to any significant archaeological resources found. No grading or other soil disturbances shall take place on the subject property prior to the issuance of a clearance letter by the Ministry of Culture confirming that all archaeological resource concerns have met licensing and resource conservation requirements. 26. The subdivision agreement shall contain a provision directing the owner and all future owners of properties within the draft plan to include the following environmental warning clause in all purchase and sale agreements: Page 178 of 876 Report No: CP 2023-81 COMMUNITY PLANNING Council Date: March 27, 2023 Page 18 of 18 “Purchasers are advised that dust, odour, noise and other emissions from normal agricultural activities conducted in the periphery of the subject lands, in the Township of South-West Oxford, may be of concern and may interfere with some residential activities”. 27. Prior to the approval of the final plan by the County, the Owners shall secure clearance from the Long Point Region Conservation Authority (LPRCA), indicating that final lot grading plans, soil conservation plan, and stormwater management plans have been completed to their satisfaction. 28. Prior to the approval of the final plan by the County, the Owner shall agree in writing to satisfy the requirements of Canada Post Corporation with respect to advising prospective purchasers of the method of mail delivery; the location of temporary Centralized Mail Box locations during construction; and the provision of public information regarding the proposed locations of permanent Centralized Mail Box locations, to the satisfaction of Canada Post. 29. Prior to the approval of the final plan by the County, the Owner shall agree in writing, to satisfy the requirements of Enbridge Gas that the Owner/developer provide Enbridge Gas Limited with the necessary easements and/or agreements required for the provisions of gas services, to the satisfaction of Enbridge Gas Limited. 30. Prior to the approval of the final plan by the County, the County of Oxford shall be advised by the Town of Tillsonburg that Conditions 2 to 17 (inclusive), have been met to the satisfaction of the Town. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 31. Prior to the approval of the final plan by the County, the Owner shall secure clearance from the County of Oxford Public Works Department that Conditions 12 to 24 (inclusive), have been met to the satisfaction of County Public Works. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 32. Prior to the approval of the final plan by the County, the Owner shall provide a list of all conditions of draft approval with a brief statement detailing how each condition has been satisfied, including required supporting documentation from the relevant authority, to the satisfaction of the County of Oxford. 33. This plan of subdivision shall be registered within three (3) years of the granting of draft approval, after which time this draft approval shall lapse unless an extension is authorized by the County of Oxford. SIGNATURES Authored by: Eric Gilbert, MCIP, RPP Senior Planner Approved for submission: Gordon K. Hough, RPP Director Page 179 of 876 July 19, 2022 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 2050 Notes NAD_1983_UTM_Zone_17N 102 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500) Plate 1: Location Map with Existing Zoning File Nos: SB 22-03-7 & ZN 7-22-10 - Performance Communities Realty Inc. Part Lot 6, Concession 10 (Dereham), Blocks 18-21, Plan 41M-148, Town of Tillsonburg Subject Property Lands within the Township of South-West Oxford Woodcock Drive Bobolink Drive Robin Road Cardinal Court Pheasant Court Tanager Drive Page 180 of 876 July 19, 2022 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 2050 Notes NAD_1983_UTM_Zone_17N 102 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500) Plate 2: 2020 Aerial Map File Nos: SB 22-03-7 & ZN 7-22-10 - Performance Communities Realty Inc. Part Lot 6, Concession 10 (Dereham), Blocks 18-21, Plan 41M-148, Town of Tillsonburg Lands within the Township of South-West Oxford Subject Property Bobolink Drive Woodcock Drive Pheasant Court Robin Road Cardinal Court Tanager Drive Page 181 of 876 U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/H U/HTTU/HT U/HTTTU/H123 4567811129104546474849585960616263646566676842 414443 40 39 38 37 36 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1350 51 52 53 54 55 56 57 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85868788899091929394 9596 BLOCK 101 BLOCK 103 BLOCK 97 BLOCK 99BLOCK 100 BLOCK 104 BLOCK 98B L O C K 1 0 2 HUNTLEY AVENUELIVINGSTON D R I V E BOBOLINK DRI V E ROBIN ROADPHEASANT COURTWOODCOCK DRIVEWREN CRT.WOODCOCK DR IVE OWL DRIVECARDINAL COURTTANAGER DRIVEFALCON ROADTANAGER DR I V E T H E K I N G ' S H I G HW A Y N o . 1 9 - B R O A DW A Y VANCE DRIVE JAMES AVENU E FAIRVIEW STR E E T QUARTER TOWN LINENORTH STRE E T E A S T COUNTY ROA D N o . 2 0 H I G HW A Y N o . 1 9 HUNTLEY AVENUELIVINGSTO N D R I V EMARTIN STREETMARTIN STREET CANARY S T R E E T CANARY STRE E T LARK STREETLARK STREET KEBA CRESCENTTOWNSHIP OF S O U T H W E S T O X F O R D TOWN OF TILLS O N B U R G N SITE SCALE: 1:10,000 KEY PLAN TOWNSHIP OF SOUTHWEST OXFORD TOWN OF TILLSONBURG EXISTING PARK CULTIVATED LANDS TEE BURG GOLF ACADEMYFUTURE DEVELOPMENTEXISTING RESIDENTIALEXISTING SUPERMARKETCULTIVATED LANDSSTREET 'C' STREET 'C' STREET 'C' BOBOLINK D R I V EWOODCOCK DRIVEROBIN ROADBOBOLINK DRIVEWOODCOCK DRIVEWOODCOCKDRIVESTREET 'A'STREET 'A'STREET 'B'STREET 'B'CULTIVATED LANDS EXISTING RESIDENTIAL EXISTING RESIDENTIAL PLAN PREPARED BY:Cyril J. Demeyere LimitedP.O. Box 460, 261 BroadwayTillsonburg, Ontario. N4G 4H8Tel: 519-688-1000866-302-9886Fax: 519-842-3235cjdl@cjdleng.com JOB No. 22034 DRAFT PLAN OFSUBDIVISION ALL OF BLOCKS 18, 19, 20, 21 REGISTERED PLAN 41M-148 PART OF LOT 6, CONCESSION 10 GEOGRAPHIC TOWNSHIP OF DEREHAM IN THE TOWN OF TILLSONBURG COUNTY OF OXFORD DATE: 10 MAR 2023 N SCALE: 1:1000 LAND USE SCHEDULE DESCRIPTION LOTS/BLKS. UNITS AREA (ha) Single Family Residential 1-7, 11-35, 38-40, 43, 44, 47-50, 53-61, 66-69, 71-96 Townhome Residential 8-10, 36, 37, 41, 42, 45, 46, 51, 52, 62-65, 70 Park / Walkways 97-100 Stormwater Management 103 163 13.45 2.93 80 4.04 83 2.10 0.46 0.43 Total Roads WOODCOCK DRIVE, STREET 'A', STREET 'B', STREET 'C' Future Residential 104 1.40 Open space 101, 102 2.09 TOWNSHIP OF SOUTHWEST OXFORD TOWN OF TILLSONBURG I:\ACAD Projects\2022\22034\01-Model\22034_Draftplan.dwg, 2023-03-10 9:49:34 AM, CJDLPC38Plate 3: Proposed Draft Plan of Subdivision File Nos: SB 22-03-7 & ZN 7-22-10 - Performance Communities Realty Inc. Part Lot 6, Concession 10 (Dereham), Blocks 18-21, Plan 41M-148, Town of Tillsonburg Page 182 of 876 34567894546474849585960616263646566676869 BLOCK 99 BLOCK 100 BLOCK 10442434453525145 464750494839404156 5554AMENITY AREA ENTRANCE FEATURE 12111098765432138373635 34 33323130 2928271238912132122 25 2631 1615141317181920212223242526 CMB KIOSK SNOWSTORAGESN O W ST O R A G E SNOWSTORAGESNOWSTORAGESNOW STORAGESNOWSTORAGE SNOWSTORAGESNOW STORAGE HUNTLEY AVENUELIVINGSTON D R I V E BOBOLINK DR I V E ROBIN ROADPHEASANT COURTWOODCOCK DRIVEWREN CRT.WOODCOCK DR IVE OWL DRIVECARDINAL COURTTANAGER DRIVEFALCON ROADTANAGER DR I V E T H E K I N G ' S H I G HW A Y N o . 1 9 - B R O A DW A Y VANCE DRIVEJAMES AVENU E FAIRVIEW STR E E T QUARTER TOWN LINENORTH STRE E T E A S T COUNTY ROA D N o . 2 0 H I G HW A Y N o . 1 9 HUNTLEY AVENUELIVINGSTON D R I V EMARTIN STREETMARTIN STREETCANARY S T R E E T CANARY STRE E T LARK STREETLARK STREET KEBA CRESCE N TKEBA CRESCENTTOWNSHIP OF S O U T H W E S T O X F O R D TOWN OF TILLS O N B U R G PRELIMINARY N DRAWING No.DATE: CHECKED BY:DRAWN BY: PROJECT NO. DESIGN BY: SURVEY BY:BYDATEREVISIONNo. Cyril J. Demeyere LimitedP.O. Box 460, 261 BroadwayTillsonburg, Ontario. N4G 4H8Tel: 519-688-1000866-302-9886Fax: 519-842-3235cjdl@cjdleng.com STAMP:LEGEND ROLLING MEADOWS BLOCK 104- RP 41M-XXX PERFORMANCE COMMUNITIES INC. ZONING FIGURE 22034 01 ACV ACV ACV 14 NOV 2022CJDL TOWN OF TILLSONBURGMETRIC SCALE 1:400 SEE DRAWINGS No. XX FOR GENERAL NOTES TOWN OF TILLSONBURG ZONING REQUIREMENTS STREET 'C'WOODCOCK DRIVESTREET 'A'STREET 'B'N SITE SCALE: 1:10,000 KEY PLAN ADJACENT LANDS OWNED BY PROPONENT AND UNDER CONCURRENT DRAFT PLAN OF SUBDIVISION APPLICATION 34T-XXXX SITE LIMITS GARBAGE PICK-UP PADS FOR UNITS 13-16 AND 23-26 I:\ACAD Projects\2022\22034\04-Layouts\22034_SitePlan VLC.dwg, 2022-11-14 1:29:58 PM, CJDLPC38Plate 4: Proposed Medium Density Block File Nos: SB 22-03-7 & ZN 7-22-10 - Performance Communities Realty Inc. Part Lot 6, Concession 10 (Dereham), Blocks 18-21, Plan 41M-148, Town of Tillsonburg Page 183 of 876 From:Shakuntala Patel To:Planning Subject:File OP 22-27-7 SB 22-03-7 & ZN 7-22-10 Date:March 4, 2023 2:20:13 PM CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. March 4 , 2023 Dear Mr . Gilbert , I am sure my concern must have discussed in your planning committee. My concern and also question at this time is , in your planning map STREET C Is connected to Hwy 19 also the another subdivision under construction is east of Tanager , to reduce to minimum traffic going through Woodcock drive , Robin road and Tanager drive . Other thought is in planning map A2 also can plan to connect Hwy 19 , this will also significantly reduce traffic to go through subdivision . Please consider and if it is overlooked in previous meeting then plan to table this . I am sure that this must have in your plan . Thank you Regards, Satish Patel 33 Woodcock drive, Tillsonburg , Ontario, Ontario N4G 4M3 Sent from my iPad Page 184 of 876 We are residents of 26 Bobolink Drive in Tillsonburg, Ontario. We cannot attend the meeting slated for March 27th and have concerns with respect to the following planning file #: OP 22-27-7, SB 22-03-7 & ZNY-22 When the original draft plan was submitted, it was clear that the homes backing onto Bobolink Drive were going to be single family dwellings in order to keep the landscape of the land consistent with what was present. We would like clarification that this is still the case. Also, with the single-family dwellings directly behind our properties, I would have a concern as to proximity, and would ask that a buffer zone as well as a fence be incorporated into the plans. The last issue would be drainage. The properties on Bobolink Drive backing onto the subject property, are considerably lower than the current grades and we take a lot of water in the spring. The water naturally drains towards the north east and there are two drainage ditches and catch basins to take the flow. Both drainage ditches flow very heavily during rains and run- offs, and are located in the rights-of-way, both of which are going to be removed to allow the construction of two new dwellings, which basically will eliminate them and their usefulness. Without seeing a lot grading plan, it would be hard to understand just how or where the winter runoffs and rains will go. Richard & Wendy Valentini 26 Bobolink Dr, Tillsonburg. Page 185 of 876 OP 22-27-7 5-Dec-22 0002107447-Dec-22 Page 186 of 876 Page 187 of 876 Page 188 of 876 Page 189 of 876 Page 190 of 876 FILE NO: APPLICATION TYPE SUBDIVISION APPROVAL CONDOMINIUM APPROVAL CONDOMINIUM EXEMPTION 1.Registered Owner(s): (AS NAME APPEARS ON TITLE) Name:Phone: Address:Cell: Postal Code: Email Address: Applicant (if other than registered owner): Name:Phone: Address:Cell: Postal Code: Email Address: Solicitor or Agent: Name:Phone: Address:Cell: Postal Code: Email Address: Ontario Land Surveyor: Name:Phone: Address:Cell: Postal Code: Email Address: All communications will be sent to those listed above, unless otherwise directed. OFFICE USE ONLY Date Application Received Date Prescribed Information Complete PIN REV JAN. 2022 519-688-1000 Performance Communities Realty Inc. (William R. Hayhoe) 1 Barrie Blvd., St.Thomas, ON will.hayhoe@hayhoehomes.com 519.671.4628 (Will Hayhoe) N5P 4B9 X Cyril J. Demeyere Limited (Andrew Gilvesy) 261 Broadway, Box 460, Tillsonburg, ON N4G 4H8 agilvesy@cjdleng.com Andrew Hentz, LERNERS LAWYERS 88 Dufferin Ave, London, On 519.633.2050 x224 519-640-6365 N6A 1K4 ahentz@lerners.ca Kim Husted Surverying 30 Harvey Street, Tillsonburg, ON 519.842.3638 kimhusted@bellnet.ca N4G 3J8 Civil Engineer Consultant SB 22-03-7 0002107443-Jun-22 7-Dec-22 Page 191 of 876 2.Location of Subject Land: Municipality Former Municipality Lot(s)Concession Lot(s)Registered Plan No: Part(s)Reference Plan No: The subject land is located on the side of (St./Rd./Ave./Line) lying between and (St./Rd./Ave./Line) Street and/or 911 Address (if any): NATURE OF APPLICATION 3.Proposed Land Use Indicate the intended uses of land in the proposal. Please use the following definitions for residential buildings. a)single detached: a detached residential building containing one dwelling unit b)double or semi-detached: a residential building containing 2 dwelling units c)townhouse or rowhouse: a residential building containing 3 or more dwelling units with individual direct access to the street or parking area d) apartment: a building containing 3 or more dwelling units each with access to the street or parking area via a common corridor. Please fill out this table In addition, complete this section for Condominium Applications Intended Use # of Residential Units Nos. of Lots or Letters of Blks on attached draft plan Acres or Hectares Units or Dwellings per hectare # of Parking Spaces for each use Floor Coverage (sq.m.) Bedroom Count Specify by # of Residential Units RESIDENTIAL single detached double or semi-detached town and row housing apartments seasonal (cottage or chalet) mobile home other (specify)* NON-RESIDENTIAL neighbourhood commercial commercial, other industrial institutional (specify below)* park or open space roads other (specify)* TOTAL Tillsonburg Township of Dereham 10Part of lot 6 Bobolink Drivenorth Woodcock Drive Robin Road 80 80 4.37 ha 83 16 2.10 ha 6 2.22 ha 2.93 ha 1.40 ha -STORM WATER MANAGEMENT -FUTURE RESIDENTIAL 1 13.45 ha163104 18.3 39.5 2 2 41M-148Blocks 18-21 1 0.43 ha Page 192 of 876 4.Additional Information for Condominium Applications Only: New Building Yes No a.Has the local municipality approved a site plan? If yes, Site Plan Application No.? b.Has a site plan agreement been entered into? c.Has a building permit been issued? d.Is the proposed development under construction? If construction is completed, indicate date of completion: Existing Building Date of Construction of existing building? a)Is this the conversion of an existing building containing rental residential units?Yes No If yes, indicate the number of units to be converted. The applicant is advised that an Engineering Report, indicating the structural integrity of the building(s) proposed to be converted may be required as part of the processing of the application. 5.Planning Information (All Applications): a.Present Official Plan Designation applying to the subject land: Note: If the proposed land use conflicts with an Official Plan designation, this application will not be processed unless an application to amend the County Official Plan has also been submitted for approval. b.Present Zoning applying to the subject land: c.Provincial Policy Statement, 2020, as amended: Is the plan consistent with the Provincial Policy Statement.Yes No (see Section A, Item 4 in the application guide) d. Are the subject lands currently the subject of any other application under the Act, such as an application for consent to sever, an Official Plan Amendment, a zoning by-law amendment, a Minister's Zoning Order, a minor variance or site plan control? No Yes If Yes, File No. Status/Decision e. Have the subject lands ever been the subject of any other application under the Act, such as an application for plan of subdivision, a consent to sever, an Official Plan Amendment, a Minister's Zoning Order, a minor variance or site plan control? No Unknown Yes If Yes, File No. Status/Decision f. Are there any easements or restrictive covenants affecting the subject land? No Yes If Yes, describe the easement or restrictive co Official FD Low Density Residential (Schedule T-2) X X not known Zone Change - Concurrently Filed X X Page 193 of 876 SITE APPRAISAL AND EVALUATION 6.Existing Land Use Briefly describe: a.the existing use of the subject lands b.if the subject lands are vacant or idle, describe the most recent productive use of the land c.do the subject lands constitute a brownfield site? If yes, please explain. 7.Existing Buildings: a)Describe any buildings, historical or otherwise, and any man-made features on the site and their proposed use. (eg. whether retained, modified, demolished etc.) b)if the subject lands are vacant or idle, describe the most recent productive use of the land 8.Natural Features: What consideration has been given to preserving the natural amenities of the site (eg. prominent topographical features, significant views, mature trees, etc.) No (See Above) Cultivation of Land None EIS studies to review natural heritage features. Page 194 of 876 SITE INFORMATION AND SERVICES 9.Services: (Existing / Proposed) Water Supply and Sewage A. Public Services Yes No Studies Required Attached (i) municipal piped water none n/a will the extension of a system be required Servicing Studywhich water system will require extension is supply capacity immediately available for this development has a servicing study been submitted in support of this servicing solution (ii) municipal sanitary sewers none n/a will the extension of a system be required Servicing Studywhich municipal system will require extension is capacity immediately available for this development has a servicing study been submitted in support of this servicing solution (iii) other water supply: communal well, lake Servicing Study B. Private Services Yes No Studies Required Attached Is the site suitable for wells and/or septic systems? (i) wells and/or septic systems for a residential subdivision Hydrogeological Study (ii) any development on individual private services not covered in B(i) above Servicing Options (iii) Septic systems for a residential subdivision with fewer than 5 lots (or units), and 4500 litres or less of effluent produced per day Justification Study* (iv) Septic systems for a residential subdivision with fewer than 5 lots (or units), and 4500 litres or more of effluent produced per day Hydrological Study Servicing Options (* including information on known water quality problems, depth of overburden and soil types) 10.Access: Public access to the development is by: Provincial Highway unopened road allowance County Road Right-of-way* Municipal Road (maintained all year)Water Access** Municipal Road (seasonally maintained)Other* *explain: owner of right-of-way or other **describe boat docking and parking facilities on mainland and distance from development: Storm Water Management Yes No Studies Required Attached sewers Stormwater Management Study ditches, swales other (specify) x x x x x x x x x x x x x x x x xx xx x x Tillsonburg Tillsonburg Page 195 of 876 Page 196 of 876 ZN 7-22-10 5-Dec-22 0002107447-Dec-22 Page 197 of 876 Page 198 of 876 Page 199 of 876 Page 200 of 876 Rolling Meadows North Residential Subdivision, Tillsonburg Transportation Impact Study Paradigm Transportation Solutions Limited May 2022 210717 Page 201 of 876 Paradigm Transportation Solutions Limited Project Number 210717 Date: May 2022 Version 0.1.0 Rolling Meadows North Residential Subdivision, Tillsonburg Transportation Impact Study Client Performance Communities Inc. Client Contact Alex Muirhead Cyril J. Demeyere Limited 261 Broadway Tillsonburg ON N4G 4H8 << Original Signed By >> Consultant Project Team Rajan Philips, M.Sc. (PI), P.Eng. Maddison Murch, EIT Rajan Philips, M.Sc. (PI), P.Eng. Paradigm Transportation Solutions Limited 5A-150 Pinebush Road Cambridge ON N1R 8J8 p: 519.896.3163 905.381.2229 416.479.9684 www.ptsl.com Disclaimer This document has been prepared for the titled project or named part thereof (the “project”) and except for approval and commenting municipalities and agencies in their review and approval of this project, should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authorization of Paradigm Transportation Solutions Limited being obtained. Paradigm Transportation Solutions Limited accepts no responsibility or liability for the consequence of this document being used for a purpose other than the project for which it was commissioned. Any person using or relying on the document for such other purpose agrees and will by such use or reliance be taken to confirm their agreement to indemnify Paradigm Transportation Solutions Limited for all loss or damage resulting there from. Paradigm Transportation Solutions Limited accepts no responsibility or liability for this document to any party other than the person by whom it was commissioned and the approval and commenting municipalities and agencies for the project. To the extent that this report is based on information supplied by other parties, Paradigm Transportation Solutions Limited accepts no liability for any loss or damage suffered by the client, whether through contract or tort, stemming from any conclusions based on data supplied by parties other than Paradigm Transportation Solutions Limited and used by Paradigm Transportation Solutions Limited in preparing this report. Copyright Notice This report is protected by Canadian and International copyright laws. Reproduction and/or distribution of the report without the written permission of Paradigm Transportation Solutions Limited is prohibited. © 2021 Paradigm Transportation Solutions Limited. All rights reserved Page 202 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page i Executive Summary Content Paradigm Transportation Solutions Limited (Paradigm) has been retained to conduct this Transportation Impact Study (TIS) for the proposed Rolling Meadows North residential subdivision located in the Town of Tillsonburg, Oxford County. This Transportation Impact Study (TIS) includes an analysis of existing traffic conditions, a description of the proposed development, traffic forecasts for a five-year horizon from the date of TIS submission (2027) and ten-year horizon (2032), and assessment of traffic impacts with recommendations to accommodate the proposed development as appropriate. Development Concept The subject lands are located north of Bobolink Drive and the existing Rolling Meadows Subdivision, and east of Broadway. The proposed subdivision will include 139 townhouses and 80 single-detached units for a total of 219 units. The development is anticipated to be completed by 2027 (five-year horizon) with the following access connections: Extension of Woodcock Drive at Bobolink Drive. A second easterly (Street A) connection to Bobolink Drive. An additional connection to Broadway (Street C) is anticipated for the ten-year horizon (five-years from the anticipated development completion). TIS Scope The scope of the Transportation Impact Study for the proposed development includes: Study Area intersections: • Broadway and North Street (signalized); • North Street and Woodcock Drive (unsignalized); • North Street and Falcon Road (unsignalized); • North Street and Braun Avenue/Coulthard Street (unsignalized); Page 203 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page ii • North Street and Cranberry Road/Tillson Avenue (unsignalized); • Woodcock Drive and Bobolink Drive (unsignalized); • Broadway and Future Street C; and • Bobolink Drive and Future Street A. Analysis Periods: Weekday AM and PM peak hours. Background Developments: • Lindprop Phases 1, 2 and 3; and • Northcrest Phase 2. Traffic Conditions: Base Year (2022), five-year horizon (2027) and ten-year horizon (2032). Conclusions Based on the investigations carried out, it is concluded that: Existing Traffic Conditions: The study area intersections are operating with acceptable levels of service. Development Trip Generation: The development is forecast to generate 114 and 141 trips during the AM and PM peak hours, respectively. Other Area Development Traffic: • Northcrest Subdivision Phase 2: 154 AM peak hour trips and 189 PM peak hour trips. • Lindprop Subdivision: A total of 411 AM peak hour trips and 508 PM peak hour trips: Phase 1 and Phase 2: 247 AM peak hour trips and 306 PM peak hour trips; and Phase 3: 164 AM peak hour trips and 202 PM peak hour trips. 2027 Background Traffic Conditions: The study area intersections are forecast to operate with acceptable levels of service, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street which is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the AM peak hour. 2027 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions, with the addition of Page 204 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page iii the westbound left-turn movement at the intersection of Broadway and North Street which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. 2032 Background Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions, with the addition of the following critical movements: • Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. • North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.47 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. 2032 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movements as under 2032 background traffic conditions. Broadway and Street C: A southbound left-turn lane with 40 metres of storage is warranted on Broadway at Street C under 2032 forecast total traffic volumes. Road Classification: Based on Transportation Association of Canada (TAC) guidelines, the projected daily roadway traffic volumes are in the range for collector roads for Street C, and in the range for local road classification for all other subdivision roadways. Recommendations Based on the findings and conclusions of this study, it is recommended that the development be approved as proposed. Page 205 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page iv Contents 1 Introduction .............................................................. 1 1.1 Overview ................................................................................... 1 1.2 Purpose and Scope .................................................................. 1 2 Existing Conditions .................................................. 4 2.1 Existing Roadways ................................................................... 4 2.2 Transit Service .......................................................................... 6 2.3 Traffic Volumes ........................................................................ 6 2.4 Traffic Operations .................................................................. 10 3 Development Concept ............................................ 13 3.1 Development Description ...................................................... 13 3.2 Development Trip Generation ............................................... 15 3.3 Development Trip Distribution and Assignment ................. 15 4 Evaluation of Future Traffic Conditions ................ 21 4.1 Background Traffic Forecasts ............................................... 21 4.1.1 Other Area Developments ........................................................ 21 4.1.2 Network Improvements............................................................. 22 4.2 2027 Background Traffic Operations .................................... 24 4.3 2027 Total Traffic Operations ................................................ 29 4.4 2032 Background Traffic Operations .................................... 34 4.5 2032 Total Traffic Operations ................................................ 39 5 Remedial Measures ................................................ 44 5.1 Left-Turn Lanes ...................................................................... 44 5.2 Internal Subdivision Roads ................................................... 44 5.2.1 Street A/Robin Road and Bobolink Drive Connection .............. 44 5.2.2 Road Classification ................................................................... 45 5.2.3 Road Cross-Section ................................................................. 45 5.2.4 Traffic Control ........................................................................... 46 6 Conclusions and Recommendations .................... 47 6.1 Conclusions ............................................................................ 47 6.2 Recommendations ................................................................. 48 Page 206 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page v Appendices Appendix A Pre-Study Consultation Appendix B Existing Traffic Data Appendix C Existing Traffic Operations Reports Appendix D Background Development Traffic Volumes Appendix E 2027 Background Traffic Operations Reports Appendix F 2027 Total Traffic Operations Reports Appendix G 2032 Background Traffic Operations Reports Appendix H 2032 Total Traffic Operations Reports Appendix I Left-Turn Lane Warrants Figures Figure 1.1: Location of Subject Lands ............................................ 3 Figure 2.1: Existing Lane Configuration and Traffic Control ........ 5 Figure 2.2: Existing Transit Network ............................................... 7 Figure 2.3a: Base Year (2022) Traffic Volumes – AM Peak Hour .... 8 Figure 2.3b: Base Year (2022) Traffic Volumes – PM Peak Hour .... 9 Figure 3.1: Draft Plan of Subdivision ............................................ 14 Figure 3.2a: 2027 Site Generated Traffic Volumes – AM Peak Hour ....................................................................................... 17 Figure 3.2b: 2027 Site Generated Traffic Volumes – PM Peak Hour ....................................................................................... 18 Figure 3.3a: 2032 Site Generated Traffic Volumes – AM Peak Hour ....................................................................................... 19 Figure 3.3b: 2032 Site Generated Traffic Volumes – PM Peak Hour ....................................................................................... 20 Figure 4.1: Other Area Development Locations ........................... 23 Figure 4.2a: 2027 Background Traffic Volumes – AM Peak Hour . 25 Figure 4.2b: 2027 Background Traffic Volumes – PM Peak Hour . 26 Figure 4.3a: 2027 Total Traffic Volumes – AM Peak Hour ............. 30 Figure 4.3b: 2027 Total Traffic Volumes – PM Peak Hour ............. 31 Figure 4.4a: 2032 Background Traffic Volumes – AM Peak Hour . 35 Figure 4.4b: 2032 Background Traffic Volumes – PM Peak Hour . 36 Figure 4.5a: 2032 Total Traffic Volumes – AM Peak Hour ............. 40 Figure 4.5b: 2032 Total Traffic Volumes – PM Peak Hour ............. 41 Page 207 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page vi Tables Table 2.1: Turning Movement Count Summary ............................ 6 Table 2.2a: Existing Traffic Operations – AM Peak Hour ............. 11 Table 2.2b: Existing Traffic Operations – PM Peak Hour ............. 12 Table 3.1: Trip Generation ............................................................ 15 Table 3.2: Estimated Trip Distribution ......................................... 16 Table 4.1a: 2027 Background Traffic Operations – AM Peak Hour 27 Table 4.1b: 2027 Background Traffic Operations – PM Peak Hour 28 Table 4.2a: 2027 Total Traffic Operations – AM Peak Hour ......... 32 Table 4.2b: 2027 Total Traffic Operations – PM Peak Hour ......... 33 Table 4.3a: 2032 Background Traffic Operations – AM Peak Hour 37 Table 4.3b: 2032 Background Traffic Operations – PM Peak Hour 38 Table 4.4a: 2032 Total Traffic Operations – AM Peak Hour ......... 42 Table 4.4b: 2032 Total Traffic Operations – PM Peak Hour ......... 43 Table 5.1: Daily Traffic Volumes .................................................. 45 Page 208 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 1 1 Introduction 1.1 Overview Paradigm Transportation Solutions Limited (Paradigm) has been retained to conduct this Transportation Impact Study (TIS) for the proposed Rolling Meadows North residential subdivision located in the Town of Tillsonburg, Oxford County. Figure 1.1 illustrates the location of the subject lands. The subject lands are located north of Bobolink Drive and the existing Rolling Meadows Subdivision, and east of Broadway. The proposed subdivision will include 139 townhouses and 80 single-detached units for a total of 219 units. The development is anticipated to be completed by 2027 (five-year horizon) with the following access connections: Extension of Woodcock Drive at Bobolink Drive. A second easterly (Street A) connection to Bobolink Drive. An additional connection to Broadway (Street C) is anticipated for the ten-year horizon (five-years from the anticipated development completion). 1.2 Purpose and Scope The purpose of this report is to identify and assess the potential traffic impact resulting from the proposed development. The scope of the study, developed in consultation with Oxford County and Town of Tillsonburg staff via e-mail in December 2021, includes: Assessment of the current traffic and site conditions within the study area; Estimates of background traffic growth for a five-year horizon (2027) and ten-year horizon (2032); Estimates of additional traffic generated by the subject site; Analyses of the impact of the future traffic on the surrounding road network, including the following study area intersections: • Broadway and North Street (signalized); • North Street and Woodcock Drive (unsignalized); • North Street and Falcon Road (unsignalized); Page 209 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 2 • North Street and Braun Avenue/Coulthard Street (unsignalized); • North Street and Cranberry Road/Tillson Avenue (unsignalized); • Woodcock Drive and Bobolink Drive (unsignalized); • Broadway and Future Street C; and • Bobolink Drive and Future Street A. Recommendations necessary to mitigate the site generated traffic in a satisfactory manner. Appendix A contains the pre-study consultation material and responses from Oxford County and Town of Tillsonburg staff. This study has been prepared in accordance with the requirements detailed by the County of Oxford Traffic Impact Study Guidelines1. 1 Guidelines and Requirements for Traffic Impact Studies, County of Oxford, October 2009. Page 210 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 3 Figure 1.1: Location of Subject Lands Location of Subject LandsFigure 1.1Rolling Meadows North Subdivision, Tillsonburg TIS210717Subject LandsBobolink DrImage Source: Oxford County GISPage 211 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 4 2 Existing Conditions 2.1 Existing Roadways The main roadways near the subject site considered in assessing the traffic impacts of the development include: Broadway (County Road 19) is a north-south County arterial road2 with a predominately three-lane cross section. The roadway has a posted speed limit of 50 km/h south of North Street and 60 km/h to the north. Sidewalks are provided on both sides of the roadway south of North Street and on the east side to the north. North Street is an east-west arterial road with a two-lane cross section and a posted speed limit of 50 km/h. Sidewalks are provided on both sides of the roadway. Cranberry Road / Tillson Avenue are north-south arterial roads with a two-lane cross section and a posted speed limit of 50 km/h. Sidewalks are provided on the east side of the roadway south of North Street. Woodcock Drive, Falcon Road, Bobolink Drive, Robin Road and Coulthard Street are local roads with a two-lane cross section and an assumed speed limit of 50 km/h. Braun Avenue, including the extension to Broadway, is identified as a collector road in the County’s Official Plan. Figure 2.1 illustrates the existing lane configuration and traffic control at the study area intersections. 2 Town of Tillsonburg Transportation Network Plan, County of Oxford Official Plan. October 2008. Page 212 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 5 Figure 2.1: Existing Lane Configuration and Traffic Control Existing Lane Configuration and Traffic ControlFigure 2.1Rolling Meadows North Subdivision, Tillsonburg TIS210717Subject LandsBobolink DrImage Source: Oxford County GISPage 213 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 6 2.2 Transit Service Tillsonburg Transit (T:GO) operates two lines within the study area. Figure 2.2 illustrates the existing transit service. The Red and Blue Lines operate along Broadway with stops in Downtown Tillsonburg and Norfolk Mall. The Blue line operates Monday to Friday from 6:00 AM to 8:00 AM and 2:00 PM to 4:00 PM. The Red line operates Monday to Friday from 8:00 AM to 2:00 PM and 4:00 PM to 6:00 PM. The nearest stops are located on Broadway south of North Street and on Broadway at the Sobeys plaza. 2.3 Traffic Volumes Turning movement counts were collected by Paradigm on 27 January 2022. Table 2.1 summarizes the AM and PM peak hour start times at the study area intersections. TABLE 2.1: TURNING MOVEMENT COUNT SUMMARY Northbound and southbound through, northbound left-turn and eastbound right-turn traffic volumes at the intersection of Broadway and North Street were observed to be lower compared to counts at this intersection from November 2015 and July 2020. Adjustment factors were developed for the AM (1.18 northbound and 1.17 southbound) and PM (1.33 northbound and 1.16 southbound) peak hours based on a comparison of inbound/outbound traffic on the south leg between January 2022 and November 2015. These factors were applied to the January 2022 traffic counts. No adjustments were made to the remaining study area intersections. Figure 2.3a and Figure 2.3b illustrate the base year AM and PM weekday peak hour traffic volumes. Appendix B contains the detailed traffic counts and signal timings for the study area intersections. Intersection AM Peak Hour PM Peak Hour Broadway and North Street 8:00 AM 3:30 PM North Street and Woodcock Drive 8:00 AM 3:30 PM North Street and Falcon Road 8:00 AM 3:15 PM North Street and Coulthard Street/Braun Ave 8:00 AM 3:15 PM North Street and Cranberry Road/Tillson Ave 8:00 AM 4:00 PM Woodcock Drive and Bobolink Drive 8:00 AM 3:00 PM Bobolink Drive and Robin Road 7:00 AM 3:15 PM Page 214 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 7 Figure 2.2: Existing Transit Network Figure 2.2Rolling Meadows North Subdivision, Tillsonburg TIS 210717 Existing Transit Network Subject Lands Image Source: Tillsonburg Transit Page 215 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 8 Figure 2.3a: Base Year (2022) Traffic Volumes – AM Peak Hour Base Year (2022) Traffic VolumesAM Peak HourFigure 2.3aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E2703761514205448Vance Dr13Coulthard St17Tillson Ave23723310559411438914424523290583125772237623461831897014129224257253112522481981901941798178179722232304199612749118841706700017563110781202572410North St W1123356603676307197069Broadway61Falcon RdBraun Ave30047201Robin RdWoodcock Dr27Cranberry Rd005010510157771055455111167010000000307300003000000Street A3073003070Subject LandsRolling Meadows North Subdivision000Page 216 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 9 Figure 2.3b: Base Year (2022) Traffic Volumes – PM Peak Hour Base Year (2022) Traffic VolumesPM Peak HourFigure 2.3bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3085773126360552Vance Dr21Coulthard St11Tillson Ave231227147113100104156140236221160107771144332101234181121323092158201262772803125724926325627226752562748727627262571018419324316251650001876701187802442270North St W37361105961110145440290124Broadway33Falcon RdBraun Ave50322150Robin RdWoodcock Dr56Cranberry Rd0011201130110101010221112558510050000000454503005030000Street A4545034540Subject LandsRolling Meadows North Subdivision000Page 217 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 10 2.4 Traffic Operations The level of service conditions at the study area intersections have been assessed using Synchro 10. Movements are considered critical under the following conditions: Volume/capacity (v/c) ratios for through movements exceeding 0.85; V/C ratios for left-turn movements at signalized intersections with left-turn phasing, exceeding 0.95; Level of service (LOS) on individual movements that exceeds LOS “E” for existing intersections; and/or 95th percentile queue lengths for individual movements exceeds available lane storage. Intersection LOS is a recognized method of quantifying the average delay experienced by drivers at intersections. It is based on the delay experienced by individual vehicles executing the various movements. The delay is related to the number of vehicles intending to make a particular movement, compared to the estimated capacity for that movement. The capacity is based on a number of criteria related to the opposing traffic flows and intersection geometry. The highest possible rating is LOS A, under which the average total delay is equal or less than 10.0 seconds per vehicle. When the average delay exceeds 80 seconds for signalized intersections, 50 seconds for unsignalized intersections or when the volume to capacity ratio is greater than 1.0, the movement is classed as LOS F and remedial measures are usually implemented, if they are feasible. LOS E is usually used as a guideline for the determination of road improvement needs on through lanes, while LOS F may be acceptable for left-turn movements at peak times, depending on delays. Table 2.2a and Table 2.2b summarize the results of the intersection operational analysis under existing conditions, including the AM and PM peak hour LOS, v/c ratios, and 95th percentile queues experienced. The results indicate that the study area intersections are operating with acceptable levels of service, and with no problem movements. Appendix C contains the detailed Synchro 10 reports. Page 218 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 11 TABLE 2.2A: EXISTING TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D B B >B B B >B B B >B B Delay 26 36 >36 19 15 >16 11 14 >13 11 17 >16 20 V/C 0.11 0.77 >0.29 0.31 >0.15 0.25 >0.14 0.22 > Q 9 64 >16 26 >13 24 >10 23 > Stor.30 - >40 - >110 - >50 - > Avail.21 - >24 - >97 - >40 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >0 8 0 >0 <12 >12 <10 >10 V/C 0.01 0.00 >0.00 0.00 > <0.03 > <0.07 > Q 0 0 > 0 0 > < 1 > < 2 > Stor.40 - >40 - > < - > < - > Avail.40 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 11 >11 V/C 0.00 0.00 0.00 >0.04 > Q 0 0 0 >1 > Stor.40 -- >-> Avail.40 -- >-> LOS A >A < A A B >B Delay 0 >0 < 8 0 11 >11 V/C 0.00 > <0.01 0.03 > Q 0 > < 0 1 > LOS A B >B A A >A B A >B < A A A Delay 10 11 >11 10 9 >10 11 10 >10 < 9 8 9 V/C 0.01 0.36 >0.13 0.12 >0.20 0.17 > <0.11 0.03 Q 0 12 > 4 3 > 5 4 > < 3 1 Stor.25 - >30 - >40 - > < -25 Avail.25 - >26 - >35 - > < -24 LOS A >A < A A A >A Delay 0 >0 < 7 7 8 >8 V/C 0.00 > <0.00 0.01 > Q 0 > < 0 0 > LOS A >A < A A A >A Delay 0 >0 < 7 6 8 >8 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Robin Road & Bobolink Drive TWSCAM Peak HourCoulthard Street & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Page 219 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 12 TABLE 2.2B: EXISTING TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C C >C C B >B B B >B A B >B B Delay 28 23 >24 21 16 >17 10 14 >13 10 16 >15 16 V/C 0.16 0.58 >0.33 0.43 >0.31 0.35 >0.25 0.34 > Q 10 31 >19 30 >21 36 >16 35 > Stor.30 - >40 - >110 - >50 - > Avail.20 - >21 - >89 - >34 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >1 8 0 >0 <13 >13 <12 >12 V/C 0.03 0.00 >0.01 0.00 > <0.07 > <0.05 > Q 1 0 > 0 0 > < 2 > < 1 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 12 >12 V/C 0.01 0.00 0.00 >0.03 > Q 0 0 0 >1 > Stor.40 -- >-> Avail.40 -- >-> LOS A >A < A A B >B Delay 0 >0 < 8 0 11 >11 V/C 0.00 > <0.00 0.05 > Q 0 > < 0 1 > LOS A B >B B B >B B B >B < B A B Delay 10 12 >12 11 10 >11 12 12 >12 <10 9 10 V/C 0.02 0.39 >0.19 0.13 >0.29 0.36 > <0.16 0.03 Q 1 14 > 5 3 > 9 13 > < 4 1 Stor.25 - >30 - >40 - > < -25 Avail.24 - >25 - >31 - > < -24 LOS A >A < A A A >A Delay 0 >0 < 7 7 9 >9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > LOS A >A < A A A >A Delay 0 >0 < 7 4 9 >9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement Robin Road & Bobolink Drive TWSCPM Peak HourCoulthard Street & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Page 220 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 13 3 Development Concept 3.1 Development Description The subject lands are located north of Bobolink Drive and the existing Rolling Meadows Subdivision, and east of Broadway. The proposed subdivision will include 139 townhouses and 80 single-detached units for a total of 219 units. The development is anticipated to be completed by 2027 (five-year horizon) with the following access connections: Extension of Woodcock Drive at Bobolink Drive. A second easterly (Street A) connection to Bobolink Drive. An additional connection to Broadway (Street C) is anticipated for the ten-year horizon (five-years from the anticipated development completion). Figure 3.1 illustrates the Draft Plan of Subdivision. Page 221 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 14 Figure 3.1: Draft Plan of Subdivision Draft Plan of SubdivisionFigure 3.1Rolling Meadows North Subdivision, Tillsonburg TIS210717Page 222 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 15 3.2 Development Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Manual3 provides rates and equations which were used to estimate the peak hour traffic volumes generated by the development. The land uses proposed for the development correspond to the following ITE Land Use Codes (LUC): LUC 210 (Single-Family Detached Housing); and LUC 215 (Single-Family Attached Housing). Table 3.1 summarizes the forecast number of net new trips generated by the proposed development 4. TABLE 3.1: TRIP GENERATION 3.3 Development Trip Distribution and Assignment The trip distribution proportions were determined based on existing traffic volumes at the study area intersections. Table 3.2 displays the breakdown of trip distributions used in this study. 3 Institute of Transportation Engineers Trip Generation Manual 11th Edition, 2021. 4 The site trip generation in Table 3.1 is based on an earlier version of the Subdivision Plan (140 townhouses and 60 single-family units, for a total of 200 dwelling units). The new Subdivision Plan (Figure 3.1) includes 139 townhouses and 80 single-family units, for a total of 219 dwelling units. The corresponding trip generation and traffic assignment changes due to the addition of 19 units are not significant. The traffic analyses and conclusions in the following sections are based on the earlier Subdivision Plan, and are applicable to the new Subdivision Plan in Figure 3.1. Rate In Out Total Rate In Out Total LUC 210 - Single-Family Detached Housing 60 Eq 12 35 47 Eq 38 23 61 LUC 215 - Single-Family Attached Housing 140 Eq 21 46 67 Eq 46 34 80 33 81 114 84 57 141 LUC 210 - AM: Ln(T) = 0.91Ln(X)+0.12 | PM: Ln(T) = 0.94Ln(X)+0.27 LUC 215 - AM: T = 0.52(X)-5.70| PM: T = 0.60(X)-3.93 Total Trip Generation PM Peak HourLand Use Number of Units AM Peak Hour Page 223 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 16 TABLE 3.2: ESTIMATED TRIP DISTRIBUTION Figure 3.2a and Figure 3.2b illustrate the 2027 site-generated traffic volumes for the AM and PM peak hours, respectively. Figure 3.3a and Figure 3.3b illustrate the 2032 site-generated traffic volumes for the AM and PM peak hours, respectively. Origin/Destination Percentage Nor th via Broadway 25% North via Cranberry Rd 5% South via Broadway 25% South via Tillson Ave 15% East via North St 15% West via North St 15% Total 100% Page 224 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 17 Figure 3.2a: 2027 Site Generated Traffic Volumes – AM Peak Hour 2027 Site Generated Traffic VolumesAM Peak HourFigure 3.2aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E000218008Subject LandsRolling Meadows North Subdivision49322013Street A218210001104900527501100000220000550Robin RdWoodcock Dr495Cranberry Rd02270020000204Broadway202Falcon RdBraun Ave85427North St W008213722122110012165125000200017716110281205502121152323237121201212205353023000121728000125008600012800520Vance Dr0Coulthard St0Tillson Ave50041262828028Page 225 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 18 Figure 3.2b: 2027 Site Generated Traffic Volumes – PM Peak Hour 2027 Site Generated Traffic VolumesPM Peak HourFigure 3.2bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E000130201320132000Street ASubject LandsRolling Meadows North Subdivision3423513328000044400340041900280000055519500Robin RdWoodcock Dr3440051000413562803Cranberry RdBroadway515Falcon RdBraun Ave203819021210North St W00201325091112301300040001318118030013130545438292929183030030914363602939212113000009132100091300211600016921001314Vance Dr0Coulthard St0Tillson AvePage 226 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 19 Figure 3.3a: 2032 Site Generated Traffic Volumes – AM Peak Hour 2032 Site Generated Traffic VolumesAM Peak HourFigure 3.3aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St ESubject LandsRolling Meadows North Subdivision103112041048210821Street A3020129800002220030002180080000011118100Robin RdWoodcock Dr30200120002413804Cranberry RdBroadway121Falcon RdBraun Ave103218028280North St W01000150127512500020001777110120550996202014712120121210222201441228285000001217280001250443000312800520Vance Dr0Coulthard St0Tillson AvePage 227 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 20 Figure 3.3b: 2032 Site Generated Traffic Volumes – PM Peak Hour 2032 Site Generated Traffic VolumesPM Peak HourFigure 3.3bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E72030010710201302013Street ASubject LandsRolling Meadows North Subdivision2215332119000022200220021300190000022213200Robin RdWoodcock Dr2220033000410351903Cranberry RdBroadway332Falcon RdBraun Ave72413021210North St W07001109512301300040001318580300131302424172020231830300309716160233921211300000913210009130101170007921001314Vance Dr0Coulthard St0Tillson AvePage 228 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 21 4 Evaluation of Future Traffic Conditions The assessment of future traffic conditions contained in this section includes estimates of future background and total traffic volumes, and the analyses for the 2027 and 2032 horizon years. 4.1 Background Traffic Forecasts In order to derive the 2027 and 2032 generalized background traffic volumes, a growth rate of 2% compounded per annum was applied to the existing roadway traffic volumes. This growth rate was confirmed with County and Town staff during the pre-study consultation. 4.1.1 Other Area Developments During pre-study consultation, the Town and County staff indicated that the following subdivisions be included in the background traffic volumes: Northcrest Subdivision Phase 2 is located immediately east of the existing Rolling Meadows subdivision. A TIS for this subdivision was completed in July 2008 with an assumption of 175 residential units and 18,000 square feet of commercial uses. The subdivision is now planned to consist of 273 residential units including 71 single-family units and 202 townhouse units, and is expected to be completed by 2023. Using the same LUC’s as in Section 3.2, the subdivision is forecast to generate 154 AM peak hour trips and 189 PM peak hour trips. Trips have been assigned to the study area network based on the trip distribution used in the July 2008 TIS. Lindprop Subdivision is located immediately east of the proposed Rolling Meadows North subdivision. Phase 1 and 2 consists of 474 units including 89 single-family units and 385 townhouses, to be completed by 2027 (five-year horizon), and Phase 3 consists of 290 units including 87 single-family units and 203 townhouses to be completed by 2032 (ten-year horizon). A TIS is simultaneously being completed for this subdivision indicating that Phase 1 and Phase 2 are forecast to generate 247 AM peak hour trips and 306 PM peak hour trips, and full build-out of the subdivision is forecast to generate 411 AM peak hour trips and 508 PM peak hour trips5. Figure 4.1 illustrates the location of the other area developments. 5 Lindprop Residential Subdivision, Tillsonburg Transportation Impact Study. Prepared by Paradigm Transportation Solutions Limited, March 2022. Page 229 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 22 Appendix D contains the other area development traffic volumes. 4.1.2 Network Improvements Eastbound and westbound left-turn lanes with 20 metres of storage are to be provided on North Street at Braun Avenue/Coulthard Street by the five-year horizon (2027). Page 230 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 23 Figure 4.1: Other Area Development Locations Other Area Development LocationsFigure 4.1Rolling Meadows North Subdivision, Tillsonburg TIS210717Subject LandsBobolink DrImage Source: Oxford County GISNorthcrestSubdivision Phase 2LindpropSubdivision Phase 1, 2 & 3Page 231 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 24 4.2 2027 Background Traffic Operations Figure 4.2a and Figure 4.2b illustrate the 2027 background traffic volumes, including road traffic growth and other area development traffic. The 2027 background traffic volumes have been analyzed using the same methodology as under existing traffic conditions. Signal timings have not been optimized. Table 4.1a and Table 4.1b summarize the results of the 2027 background traffic operations. The results indicate that the study area intersections are forecast to operate with acceptable levels of service during the AM and PM peak hours, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street which is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the AM peak hour. Appendix E contains the supporting detailed Synchro 10 reports. Page 232 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 25 Figure 4.2a: 2027 Background Traffic Volumes – AM Peak Hour 2027 Background Traffic VolumesAM Peak HourFigure 4.2aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3394461514242572Vance Dr13Coulthard St17Tillson Ave351348132654515889200332271905129158852461153276181024377169342263623552034534239736837836182302481574444494398191774151387101948807528236231107292715835934262North St W1225789136568840828209088Cranberry RdBroadway61Falcon RdBraun Ave3586756233151Robin RdWoodcock Dr27010510710554550501111677700000001408035840835840835800Street A0000000Subject LandsRolling Meadows North SubdivisionPage 233 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 26 Figure 4.2b: 2027 Background Traffic Volumes – PM Peak Hour 2027 Background Traffic VolumesPM Peak HourFigure 4.2bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3697173126440664Vance Dr21Coulthard St11Tillson Ave31531220512511011515618342325516010110131159367191439181123234710221327529509507534624554143934254195375338150443435640619228113839232293110050773284801182119110442423162North St W41399187155251245516264239145Cranberry RdBroadway33Falcon RdBraun Ave6273640160010Robin RdWoodcock Dr561201131010221110102558510101000000005551062755162755162700Street A0000000Subject LandsRolling Meadows North SubdivisionPage 234 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 27 TABLE 4.1A: 2027 BACKGROUND TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D C B >C B B >B B B >B C Delay 26 49 >47 33 20 >24 11 14 >13 12 18 >16 24 V/C 0.13 0.88 >0.67 0.53 >0.18 0.34 >0.24 0.26 > Q 10 87 >38 52 >14 26 >15 25 > Stor.30 - >40 - >110 - >50 - > Avail.20 - > 2 - >96 - >35 - > LOS A A >A A A >A < C >C < B >B Delay 8 0 >0 8 0 >0 <16 >16 <13 >13 V/C 0.02 0.00 >0.00 0.00 > <0.05 > <0.14 > Q 1 0 > 0 0 > < 1 > < 4 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A B >B Delay 9 0 0 0 >0 14 >14 V/C 0.01 0.00 0.00 >0.14 > Q 0 0 0 >4 > Stor.40 -- >-> Avail.40 -- >-> LOS A A >A A A >A < C >C C B >B Delay 8 0 >1 8 0 >0 <17 >17 18 11 >13 V/C 0.05 0.00 >0.01 0.00 > <0.05 >0.23 0.21 > Q 2 0 > 0 0 > < 2 > 7 6 > Stor.20 - >20 - > < - >45 - > Avail.18 - >20 - > < - >38 - > LOS A C >B B B >B B B >B < B A A Delay 10 15 >15 11 10 >10 12 10 >11 <10 9 10 V/C 0.04 0.56 >0.16 0.17 >0.27 0.21 > <0.13 0.04 Q 1 26 > 4 4 > 8 6 > < 3 1 Stor.25 - >30 - >40 - > < -25 Avail.24 - >26 - >32 - > < -24 LOS A >A < A A A >A Delay 0 >0 < 7 7 8 >8 V/C 0.00 > <0.00 0.01 > Q 0 > < 0 0 > LOS A >A < A A A >A Delay 0 >0 < 7 6 8 >8 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Robin Road & Bobolink Drive TWSCAM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Page 235 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 28 TABLE 4.1B: 2027 BACKGROUND TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D C B >C B B >B B B >B C Delay 27 39 >38 28 20 >23 13 17 >16 19 19 >19 21 V/C 0.17 0.77 >0.60 0.57 >0.39 0.51 >0.58 0.41 > Q 11 56 >30 51 >24 44 >29 40 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >10 - >86 - >21 - > LOS A A >A A A >A < C >C < C >C Delay 8 0 >1 8 0 >0 <21 >21 <16 >16 V/C 0.05 0.00 >0.01 0.00 > <0.13 > <0.10 > Q 2 0 > 0 0 > < 4 > < 3 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 1 0 >0 17 >17 V/C 0.04 0.00 0.00 >0.13 > Q 1 0 0 >3 > Stor.40 -- >-> Avail.39 -- >-> LOS A A >A A A >A < C >C D B >C Delay 9 0 >3 8 0 >0 <24 >24 31 11 >18 V/C 0.15 0.00 >0.00 0.00 > <0.13 >0.28 0.17 > Q 4 0 > 0 0 > < 3 > 8 4 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >37 - > LOS B C >C B B >B C B >B < B A B Delay 11 18 >18 13 12 >12 16 14 >15 <12 10 12 V/C 0.04 0.57 >0.24 0.24 >0.45 0.45 > <0.20 0.07 Q 1 28 > 7 7 >17 17 > < 6 2 Stor.25 - >30 - >40 - > < -25 Avail.24 - >23 - >23 - > < -23 LOS A >A < A A A >A Delay 0 >0 < 7 7 9 >9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > LOS A >A < A A A >A Delay 0 >0 < 7 4 9 >9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Robin Road & Bobolink Drive TWSCPM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 236 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 29 4.3 2027 Total Traffic Operations Figure 4.3a and Figure 4.3b illustrate the 2027 total traffic volumes, including trips generated by the proposed development. The 2027 total traffic volumes have been analyzed using the same methodology as under existing and background traffic conditions. Signal timings have not been optimized. Table 4.2a and Table 4.2b summarize the results of the 2027 total traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2027 background traffic conditions, except for the westbound left-turn movement at the intersection of Broadway and North Street which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. Appendix F contains the supporting detailed Synchro 10 reports. Page 237 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 30 Figure 4.3a: 2027 Total Traffic Volumes – AM Peak Hour 2027 Total Traffic VolumesAM Peak HourFigure 4.3aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3514541514247592Vance Dr13Coulthard St17Tillson Ave3793761376545158892123492999051411638524612333361816255771743472638337635368365420375390373824226017749750244212318941634031520693075282562312714453815838737062North St W1225797157939042950319092Cranberry RdBroadway263Falcon RdBraun Ave36612183233351Robin RdWoodcock Dr5112012051018105547723211111111121270490052701429036642936642936600Street A49322013000Subject LandsRolling Meadows North SubdivisionPage 238 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 31 Figure 4.3b: 2027 Total Traffic Volumes – PM Peak Hour 2027 Total Traffic VolumesPM Peak HourFigure 4.3bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3787383126453678Vance Dr21Coulthard St11Tillson Ave336333218125110115156192436276160101191441593672124551811248377102226288295635619149148444341145544954053471644794716435222371147403443231230507736848024263227110463444162North St W413992071685012856411892239148Cranberry RdBroadway548Falcon RdBraun Ave6477459160510Robin RdWoodcock Dr3910125111338102216652028255891414100340041905564064756464756464700Street A34235133000Subject LandsRolling Meadows North SubdivisionPage 239 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 32 TABLE 4.2A: 2027 TOTAL TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D > D D C > C B B > B B B > B C Delay 26 51 >49 40 21 >28 11 14 >13 12 18 >16 26 V/C 0.13 0.89 >0.76 0.59 >0.18 0.35 >0.26 0.26 > Q 10 89 >47 60 >14 26 >16 25 > Stor.30 - >40 - >110 - >50 - > Avail.20 - >-7 - >96 - >34 - > LOS A A > A A A > A < C > C < C > C Delay 8 0 > 1 8 0 > 0 <18 >18 <16 >16 V/C 0.03 0.00 >0.00 0.00 > <0.06 > <0.28 > Q 1 0 > 0 0 > < 2 > < 9 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 0 0 > 0 16 >16 V/C 0.02 0.00 0.00 >0.21 > Q 1 0 0 >6 > Stor.40 -- >-> Avail.39 -- >-> LOS A A > A A A > A < C > C C B > B Delay 8 0 > 1 8 0 > 0 <18 >18 20 11 >14 V/C 0.05 0.00 >0.01 0.00 > <0.05 >0.25 0.21 > Q 2 0 > 0 0 > < 2 > 8 6 > Stor.20 - >20 - > < - >45 - > Avail.18 - >20 - > < - >37 - > LOS B C > C B B > B B B > B < B A B Delay 10 17 >16 11 11 >11 12 11 >12 <10 9 10 V/C 0.05 0.60 >0.16 0.19 >0.29 0.21 > <0.13 0.05 Q 2 30 > 4 5 > 9 6 > < 4 1 Stor.25 - >30 - >40 - > < -25 Avail.23 - >26 - >31 - > < -24 LOS < A > A <A > A < A > < A > Delay < 0 > 0 < 7 > 7 < 0 > < 0 > V/C <0.00 > <0.00 > <0.00 > <0.00 > Q < 0 > < 0 > < 0 > < 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 7 8 > 8 V/C 0.00 > <0.01 0.00 > Q 0 > < 0 0 > LOS < A A A > A A > A Delay < 7 2 0 > 0 9 > 9 V/C <0.00 0.00 >0.04 > Q < 0 0 >1 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallRobin Road & Bobolink DriveAnalysis PeriodIntersection Control Type MOE TWSC Bobolink Drive & Street A TWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Page 240 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 33 TABLE 4.2B: 2027 TOTAL TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D > D C C > C B B > B C B > C C Delay 27 42 >41 32 21 >25 13 16 >16 24 19 >21 23 V/C 0.17 0.81 >0.67 0.61 >0.39 0.53 >0.67 0.41 > Q 11 66 >36 56 >24 44 >37 40 > Stor.30 - >40 - >110 - >50 - > Avail.19 - > 4 - >86 - >13 - > LOS A A > A A A > A < D > D < C > C Delay 9 0 > 1 8 0 > 0 <27 >27 <21 >21 V/C 0.09 0.00 >0.01 0.00 > <0.17 > <0.26 > Q 2 0 > 0 0 > < 4 > < 8 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 1 0 > 0 20 >20 V/C 0.06 0.00 0.00 >0.21 > Q 2 0 0 >6 > Stor.40 -- >-> Avail.38 -- >-> LOS A A > A A A > A < D > D D B > C Delay 9 0 > 3 8 0 > 0 <26 >26 35 12 >19 V/C 0.15 0.00 >0.00 0.00 > <0.14 >0.31 0.18 > Q 4 0 > 0 0 > < 4 > 9 5 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >36 - > LOS B C > C B B > B C B > C < B B B Delay 11 20 >19 13 13 >13 17 15 >16 <12 10 12 V/C 0.05 0.62 >0.24 0.27 >0.48 0.46 > <0.21 0.07 Q 2 32 > 7 8 >20 18 > < 6 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >23 - >20 - > < -23 LOS < A > A <A > A < A > < A > Delay < 0 > 0 < 7 > 7 < 0 > < 0 > V/C <0.00 > <0.00 > <0.00 > <0.00 > Q < 0 > < 0 > < 0 > < 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 5 8 > 8 V/C 0.00 > <0.01 0.01 > Q 0 > < 0 0 > LOS < A A A > A A > A Delay < 7 6 0 > 0 9 > 9 V/C <0.00 0.00 >0.03 > Q < 0 0 >1 > MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallRobin Road & Bobolink DriveAnalysis PeriodIntersection Control Type MOE TWSC Bobolink Drive & Street A TWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Page 241 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 34 4.4 2032 Background Traffic Operations Figure 4.4a and Figure 4.4b illustrate the 2032 background traffic volumes, including road traffic growth and other area development traffic. The 2032 background traffic volumes have been analyzed using the same methodology as under existing traffic conditions. Signal timings have not been optimized. Table 4.3a and Table 4.3b summarize the results of the 2032 background traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2027 background traffic conditions, except for the following movements: Broadway and North Street The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. North Street and Coulthard Street/Braun Avenue The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.47 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. Appendix G contains the supporting detailed Synchro 10 reports. Page 242 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 35 Figure 4.4a: 2032 Background Traffic Volumes – AM Peak Hour 2032 Background Traffic VolumesAM Peak HourFigure 4.4aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3875021514273653Vance Dr13Coulthard St17Tillson Ave41841415172501748923435530290515517994286122348618102828519338229385376203663653983713833638266286158450449439825209517938712215103011143286841107273113938636756North St W133218411356100428282299102Cranberry RdBroadway61Falcon RdBraun Ave4186758250151Robin RdWoodcock Dr27010510710554550501111677700000001414144184284054733812459Street A0000379638Subject LandsRolling Meadows North SubdivisionPage 243 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 36 Figure 4.4b: 2032 Background Traffic Volumes – PM Peak Hour 2032 Background Traffic VolumesPM Peak HourFigure 4.4bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E4178133126500747Vance Dr21Coulthard St11Tillson Ave37036824013812212715621243228316010132158176443194446181123041511224831732521514534694624304104474415446382155461450642124263116140737327135077114409390118202298454433144North St W45465169145251426206267258163Cranberry RdBroadway33Falcon RdBraun Ave6793642175010Robin RdWoodcock Dr561201131010221110102558510101000000005582386796207146226546040Street A0000256598Subject LandsRolling Meadows North SubdivisionPage 244 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 37 TABLE 4.3A: 2032 BACKGROUND TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C E > E D C > C B B > B B B > B C Delay 26 60 >57 39 21 >27 12 16 >15 12 19 >18 28 V/C 0.14 0.94 >0.74 0.53 >0.22 0.39 >0.25 0.32 > Q 11 103 >42 56 >15 32 >14 31 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >-2 - >95 - >36 - > LOS A A > A A A > A < C > C < B > B Delay 8 0 > 0 8 0 > 0 <16 >16 <13 >13 V/C 0.02 0.00 >0.00 0.00 > <0.05 > <0.14 > Q 1 0 > 0 0 > < 2 > < 4 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 0 0 > 0 15 >15 V/C 0.01 0.00 0.00 >0.15 > Q 0 0 0 >4 > Stor.40 -- >-> Avail.40 -- >-> LOS A A > A A A > A < C > C C B > C Delay 8 0 > 1 8 0 > 0 <18 >18 23 11 >16 V/C 0.05 0.00 >0.01 0.00 > <0.05 >0.38 0.19 > Q 1 0 > 0 0 > < 2 >13 5 > Stor.20 - >20 - > < - >45 - > Avail.19 - >20 - > < - >32 - > LOS B C > C B B > B B B > B < B A B Delay 10 21 >20 11 11 >11 14 11 >13 <11 10 11 V/C 0.06 0.69 >0.18 0.22 >0.33 0.24 > <0.15 0.05 Q 2 40 > 5 6 >10 7 > < 4 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >25 - >30 - > < -23 LOS A > A < A A A > A Delay 0 > 0 < 7 7 8 > 8 V/C 0.00 > <0.00 0.01 > Q 0 > < 0 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 6 8 > 8 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > LOS C > C A > A < A A Delay 15 >15 0 > 0 < 8 0 V/C 0.23 >0.00 > <0.02 Q 7 >0 > < 1 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallAnalysis PeriodIntersection Control Type MOE TWSC Broadway & Street C TWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Robin Road & Bobolink Drive Page 245 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 38 TABLE 4.3B: 2032 BACKGROUND TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D > D C C > C B C > B C C > C C Delay 27 47 >45 32 21 >25 16 20 >19 21 21 >21 24 V/C 0.18 0.85 >0.66 0.58 >0.48 0.61 >0.60 0.48 > Q 12 77 >35 57 >27 56 >27 47 > Stor.30 - >40 - >110 - >50 - > Avail.18 - > 5 - >83 - >23 - > LOS A A > A A A > A < C > C < C > C Delay 8 0 > 1 8 0 > 0 <22 >22 <16 >16 V/C 0.05 0.00 >0.01 0.00 > <0.14 > <0.11 > Q 2 0 > 0 0 > < 4 > < 3 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 1 0 > 0 18 >18 V/C 0.04 0.00 0.00 >0.14 > Q 1 0 0 >4 > Stor.40 -- >-> Avail.39 -- >-> LOS A A > A A A > A < D > D E B > C Delay 9 0 > 3 8 0 > 0 <26 >26 42 12 >25 V/C 0.14 0.00 >0.00 0.00 > <0.14 >0.47 0.17 > Q 4 0 > 0 0 > < 4 >16 4 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >29 - > LOS B D > D B B > B C C > C < B B B Delay 11 26 >25 14 14 >14 20 17 >18 <13 11 13 V/C 0.06 0.72 >0.28 0.32 >0.56 0.54 > <0.25 0.09 Q 2 45 > 8 10 >26 24 > < 8 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >22 - >14 - > < -23 LOS A > A < A A A > A Delay 0 > 0 < 7 7 9 > 9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 4 9 > 9 V/C 0.00 > <0.00 0.00 > Q 0 > < 0 0 > LOS D > D A > A < A A Delay 28 >28 0 > 0 < 9 1 V/C 0.31 >0.00 > <0.07 Q 10 >0 > < 2 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallAnalysis PeriodIntersection Control Type MOE TWSC Broadway & Street C TWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Woodcock Drive & Bobolink Drive TWSC Robin Road & Bobolink Drive Page 246 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 39 4.5 2032 Total Traffic Operations Figure 4.5a and Figure 4.5b illustrate the 2032 total traffic volumes, including trips generated by the proposed development. The 2032 total traffic volumes have been analyzed using the same methodology as under existing and background traffic conditions. Signal timings have not been optimized. Table 4.4a and Table 4.4b summarize the results of the 2032 total traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2032 background traffic conditions. Appendix H contains the supporting detailed Synchro 10 reports. Page 247 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 40 Figure 4.5a: 2032 Total Traffic Volumes – AM Peak Hour 2032 Total Traffic VolumesAM Peak HourFigure 4.5aRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E3995101514278673Vance Dr13Coulthard St17Tillson Ave446442156725017489246372330905167184942901263516181329485198387293943852638638541237839537582782981684724714412292215191394172271080111433068412714344213941439556North St W133318411371102432413099106Cranberry RdBroadway182Falcon RdBraun Ave4289976250251Robin RdWoodcock Dr32901125101510554661238111189970300021801414184284324134943813280Street A30201294712750Subject LandsRolling Meadows North SubdivisionPage 248 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 41 Figure 4.5b: 2032 Total Traffic Volumes – PM Peak Hour 2032 Total Traffic VolumesPM Peak HourFigure 4.5bRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E4268343126513761Vance Dr21Coulthard St11Tillson Ave391389253138122127156221445304160101411711764532054531811237445112261330325455387048948245342847747154763911624774666444272721170412493571480771144493902426253098475454144North St W45472169145361466309786258166Cranberry RdBroadway365Falcon RdBraun Ave6866055175210Robin RdWoodcock Dr278123311329102213321419255871212100220021305582486866307346356548053Street A221533213285128Subject LandsRolling Meadows North SubdivisionPage 249 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 42 TABLE 4.4A: 2032 TOTAL TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C E > E D C > C B B > B B B > B C Delay 26 61 >58 44 22 >30 12 16 >15 12 19 >18 29 V/C 0.14 0.95 >0.79 0.55 >0.22 0.40 >0.25 0.34 > Q 11 105 >47 59 >15 33 >14 32 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >-7 - >95 - >36 - > LOS A A > A A A > A < C > C < C > C Delay 8 0 > 1 8 0 > 0 <17 >17 <16 >16 V/C 0.03 0.00 >0.00 0.00 > <0.05 > <0.24 > Q 1 0 > 0 0 > < 2 > < 7 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 0 0 > 0 16 >16 V/C 0.01 0.00 0.00 >0.21 > Q 0 0 0 >6 > Stor.40 -- >-> Avail.40 -- >-> LOS A A > A A A > A < C > C C B > C Delay 8 0 > 1 8 0 > 0 <19 >19 25 11 >17 V/C 0.05 0.00 >0.01 0.00 > <0.06 >0.40 0.20 > Q 1 0 > 0 0 > < 2 >14 5 > Stor.20 - >20 - > < - >45 - > Avail.19 - >20 - > < - >31 - > LOS B C > C B B > B B B > B < B A B Delay 11 24 >23 12 12 >12 14 12 >13 <11 10 11 V/C 0.07 0.73 >0.18 0.23 >0.35 0.25 > <0.16 0.06 Q 2 48 > 5 7 >11 8 > < 4 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >25 - >29 - > < -23 LOS < A > A <A > A < A > < A > Delay < 0 > 0 < 7 > 7 < 0 > < 0 > V/C <0.00 > <0.00 > <0.00 > <0.00 > Q < 0 > < 0 > < 0 > < 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 6 8 > 8 V/C 0.00 > <0.01 0.00 > Q 0 > < 0 0 > LOS < A A A > A A > A Delay < 7 1 0 >0 9 >9 V/C <0.00 0.00 >0.02 > Q < 0 0 >1 > LOS C > C A > A < A A Delay 16 >16 0 > 0 < 8 1 V/C 0.30 >0.00 > <0.03 Q 10 >0 > < 1 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal MOE Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallWoodcock Drive & Bobolink Drive TWSC Robin Road & Bobolink DriveAnalysis PeriodIntersection Control Type TWSC Bobolink Drive & Street A TWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East Broadway & Street C TWSC AWSC Page 250 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 43 TABLE 4.4B: 2032 TOTAL TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D > D D C > C B C > B C C > C C Delay 27 50 >48 36 22 >27 16 21 >20 23 21 >21 26 V/C 0.17 0.87 >0.71 0.60 >0.49 0.63 >0.63 0.49 > Q 12 83 >39 59 >27 58 >28 48 > Stor.30 - >40 - >110 - >50 - > Avail.18 - > 1 - >83 - >22 - > LOS A A > A A A > A < C > C < C > C Delay 9 0 > 1 8 0 > 0 <24 >24 <21 >21 V/C 0.07 0.00 >0.01 0.00 > <0.15 > <0.22 > Q 2 0 > 0 0 > < 4 > < 6 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A > A C > C Delay 9 0 1 0 > 0 21 >21 V/C 0.04 0.00 0.00 >0.21 > Q 1 0 0 >6 > Stor.40 -- >-> Avail.39 -- >-> LOS A A > A A A > A < D > D E B > D Delay 9 0 > 3 8 0 > 0 <28 >28 48 12 >28 V/C 0.15 0.00 >0.00 0.00 > <0.15 >0.51 0.17 > Q 4 0 > 0 0 > < 4 >19 4 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >26 - > LOS B D > D B B > B C C > C < B B B Delay 12 31 >30 14 15 >15 22 18 >20 <14 11 13 V/C 0.07 0.77 >0.28 0.35 >0.60 0.55 > <0.26 0.10 Q 2 52 > 8 12 >29 25 > < 8 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >22 - >11 - > < -23 LOS < A > A <A > A < A > < A > Delay < 0 > 0 < 7 > 7 < 0 > < 0 > V/C <0.00 > <0.00 > <0.00 > <0.00 > Q < 0 > < 0 > < 0 > < 0 > LOS A > A < A A A > A Delay 0 > 0 < 7 4 8 > 8 V/C 0.00 > <0.01 0.01 > Q 0 > < 0 0 > LOS < A A A > A A > A Delay < 7 5 0 >0 9 >9 V/C <0.00 0.00 >0.02 > Q < 0 0 >1 > LOS D > D A > A < A A Delay 35 >35 0 > 0 < 9 1 V/C 0.44 >0.00 > <0.10 Q 16 >0 > < 2 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal MOE Direction/Movement/Approach Eastbound Westbound Northbound Southbound OverallWoodcock Drive & Bobolink Drive TWSC Robin Road & Bobolink DriveAnalysis PeriodIntersection Control Type TWSC Bobolink Drive & Street A TWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East Broadway & Street C TWSC AWSC Page 251 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 44 5 Remedial Measures 5.1 Left-Turn Lanes The Ministry of Transportation Design Supplement for the Transportation Association of Canada (TAC) Geometric Design Guide for Canadian Roads6 provides guidance on the assessment and/or need for auxiliary left-turn lanes. Warrant nomographs are used to determine if a left-turn lane is needed based on criteria such as design speed, advancing volumes, opposing volumes and percent of advancing vehicles performing a left-turn maneuver. A minimum threshold of 100 opposing vehicles per hour (vph) is used in assessing the requirement of a left-turn lane. Based on the above threshold, eastbound left-turn lanes are not warranted on Bobolink Drive at the Woodcock Drive intersection and Street A intersection. Warrants have been calculated for southbound left-turns at Broadway and future Street C. The warrant was calculated using the nomographs for left-turn lanes on a two-lane undivided highway at an unsignalized intersection with a design speed of 70 km/h (10 kilometres per hour over the posted speed limit). Based on the warrant nomographs, a southbound left-turn lane with 40 metres of storage is warranted under forecast 2032 total traffic volumes. Appendix I contains the warrant nomographs. 5.2 Internal Subdivision Roads 5.2.1 Street A/Robin Road and Bobolink Drive Connection As shown in Figure 3.1, the proposed subdivision provides for the new Street A connecting to Bobolink Drive at a tee-intersection midblock between Robin Road and Tanager Drive. During pre-study consultation, the Town requested a review of an alternative access option which would connect Street A to Bobolink Drive at Robin Road as a full intersection. Based on the existing and future traffic volumes, both alternative connections are operationally acceptable. However, a direct connection to Robin Road through Street A would encourage the use of Robin Road for vehicles to travel north/south to/from North Street via Owl Drive and Woodcock Drive. This will contribute to increasing the 6 MTO Design Supplement for TAC Geometric Design Guide for Canadian Roads, June 2017. Page 252 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 45 traffic volumes at the intersection of Woodcock Drive and North Street. Already under existing conditions (Figure 2.3a and Figure 2.3b), the intersection of Woodcock Drive and North Street is more heavily used over Falcon Road. In addition, the proposed subdivision layout provides a direct connection to Woodcock Drive for development traffic to use the intersection at North Street and Woodcock Drive. On the contrary, the Street A connection as indicated in the Draft Plan (Figure 3.1) and analyzed in Section 4, will encourage the use of Tanager Drive to travel south to North Street via Falcon Road, thereby distributing development traffic more evenly between Woodcock Drive and Falcon Road. 5.2.2 Road Classification The Oxford County Official Plan (OP) categorizes the road system based on function and necessary improvements to accommodate anticipated growth. The road classification system includes freeway’s, arterial roads, collector roads and minor collector roads. Local roads are not included in the OP Transportation Schedule. The classification of the subdivision roads is based on projected daily roadway traffic volumes. Table 5.1 summarizes the daily traffic volumes based on the PM peak hour two-way traffic volumes estimated in Section 3. TABLE 5.1: DAILY TRAFFIC VOLUMES As shown in Table 5.1, the projected daily traffic volumes on Woodcock Drive, Street A, and Street B are less than 1,000 vehicles per day (vpd) which is consistent with the local road classification under TAC guidelines 7. Street C is in the 1,000 – 8,000 vpd range consistent with the classification of residential collector road. 5.2.3 Road Cross-Section During pre-study consultation, the Town indicated that a new cross- section is under review and pending approval. It is recommended that 7 TAC Geometric Design Guide for Canadian Roads, June 2017. Roadway Forecast Daily Traffic Volumes Classification Woodcock Drive (north of Bobolink Dr) < 550 Loc al Street A < 360 Local Street B < 230 Local Street C < 2,130 Collector Page 253 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 46 the new road cross-sections be used based on the road classifications shown in Table 5.1. 5.2.4 Traffic Control Based on the low to moderate traffic volumes forecast for the subdivision roads, it is anticipated that the internal intersections will operate with acceptable levels of service under two-way stop control. The Draft Plan in Figure 3.1 illustrates a single-lane roundabout at the intersection of Street C and Woodcock Drive. Page 254 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 47 6 Conclusions and Recommendations 6.1 Conclusions Based on the investigations carried out, it is concluded that: Existing Traffic Conditions: The study area intersections are operating with acceptable levels of service. Development Trip Generation: The development is forecast to generate 114 and 141 trips during the AM and PM peak hours, respectively. Other Area Development Traffic: • Northcrest Subdivision Phase 2: 154 AM peak hour trips and 189 PM peak hour trips. • Lindprop Subdivision: A total of 411 AM peak hour trips and 508 PM peak hour trips: Phase 1 and Phase 2: 247 AM peak hour trips and 306 PM peak hour trips; and Phase 3: 164 AM peak hour trips and 202 PM peak hour trips. 2027 Background Traffic Conditions: The study area intersections are forecast to operate with acceptable levels of service, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street which is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the AM peak hour. 2027 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions, with the addition of the westbound left-turn movement at the intersection of Broadway and North Street which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. 2032 Background Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions, with the addition of the following critical movements: • Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues Page 255 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Page 48 exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. • North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.47 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. 2032 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movements as under 2032 background traffic conditions. Broadway and Street C: A southbound left-turn lane with 40 metres of storage is warranted on Broadway at Street C under 2032 forecast total traffic volumes. Road Classification: Based on Transportation Association of Canada (TAC) guidelines, the projected daily roadway traffic volumes are in the range for collector roads for Street C, and in the range for local road classification for all other subdivision roadways. 6.2 Recommendations Based on the findings and conclusions of this study, it is recommended that the development be approved as proposed. Page 256 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix A Pre-Study Consultation Page 257 of 876 1 Maddison Murch From:Reuben Davis <rdavis@oxfordcounty.ca> Sent:December 21, 2021 2:50 PM To:Rajan Philips; Eric Gilbert Cc:Maddison Murch; Will Hayhoe; tom.looby@hayhoehomes.com; Andrew Vranckx; Andrew Gilvesy; Peter Penner; John Spina; Alexander Muirhead Subject:RE: (210717 & 210767) Rolling Meadows North & Lindprop Phases 1 to 3, Tillsonburg - Transportation Pre-Consultation In general, no concerns from County Public Works Thank you Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca From: Rajan Philips [mailto:rphilips@ptsl.com] Sent: December‐21‐21 11:20 AM To: Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com>; Alexander Muirhead <amuirhead@cjdleng.com> Subject: RE: (210717 & 210767) Rolling Meadows North & Lindprop Phases 1 to 3, Tillsonburg ‐ Transportation Pre‐ Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hi Reuben, Eric, Following up on the email exchanges below, we have prepared a consolidated Scope of Work for undertaking a combined Transportation Impact Assessment for the above two Subdivisions. Our approach would be to conduct an Integrated Impact Assessment and provide Two Separate TIA Reports in support of each Subdivision. Kindly review the Scope of Work below and provide us with any comments you may have. - Analysis Periods: Weekday AM and PM peak hour of adjacent streets. - Study Area Intersections: o Broadway and North Street o North Street and Woodcock Drive o North Street and Falcon Road o North Street Braun Avenue o North Street and Tillson Avenue/Cranberry Street o Street D and Broadway o Street A/Woodcock Drive and Bobolink Drive Page 258 of 876 2 o Street B and Bobolink Drive (including options for direct intersection at Robin Road) - Internal Subdivision Roads o Review Internal Road Classifications o Review Internal Road Cross-Sections o Review Traffic Controls for Internal Intersections (e.g., Street D & Street E; Canary Street/Tanager Drive) - Horizon Year: Five Years & Ten Years from date of TIA - Background Growth Rate: 2% compounded per annum - Background developments: o Northcrest Phase 2 (2022 build out); o Future residential lands to the east- no known time frame. - Roadway Improvements & Timing: Reconstruction of Woodstock Dr & Pheasant Crt (2023) - Trip Generation: ITE Trip Generation Manual 11th Edition. - Trip Distribution: Existing traffic patterns. Thank you Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com From: Reuben Davis <rdavis@oxfordcounty.ca> Sent: December 9, 2021 10:06 AM To: Alex Muirhead <amuirhead@cjdleng.com>; Rajan Philips <rphilips@ptsl.com>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Eric / Alex County PW Staff have no concerns with this approach, provided that there is an understanding by the Owner that there may be future update requirements to the report. As mentioned in the email below. Recommend Town Staff are also circulated and agree to this approach. For the Lindprop Phase 1 to 3 Traffic Impact Assessment, recommend the Consultant provide a Terms Of Reference for review and comment for County/Town Staff Thank you Page 259 of 876 3 Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca From: Alex Muirhead [mailto:amuirhead@cjdleng.com] Sent: December‐07‐21 5:29 PM To: Rajan Philips <rphilips@ptsl.com>; Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Project #22034 & 0704 Good Afternoon Eric, CJDL has been in discussion with both Performance Communities Inc. (Hayhoe Homes) and Lindprop Corp. regarding their developments north of North Street East in Tillsonburg, specifically Rolling Meadows and Lindprop Phases 1 to 3. Would it be acceptable for both Lindprop and PCI to retain one consultant to complete the traffic data collection simultaneously, since they will likely be investigating the same areas. The consultant can complete separate reports for both developments, but will utilize the same background data for both in completing their assessments. If this is acceptable, would you be able to provide requirements for the Lindprop Phase 1 to 3 Traffic Impact Assessment, if different than those listed for Rolling Meadows below, so it can be ensured all data required is collected. We understand the future phases of the Lindprop lands may be advanced in later years and could require addendums/updates to the respective TIA report at that time. Thank you in advance for any feedback you can provide. Kind Regards, Alex Muirhead, EIT Civil Engineer in Training Cyril J. Demeyere Limited Consulting Engineers 261 Broadway, P.O. Box 460 Tillsonburg, Ontario. N4G 4H8 Phone: 519‐688‐1000 / 866‐302‐9886 Cell: 519‐983‐2606 / Fax: 519‐842‐3235 E‐mail: amuirhead@cjdleng.com Page 260 of 876 4 From: Rajan Philips <rphilips@ptsl.com> Sent: December 6, 2021 3:19 PM To: Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Thanks, Eric, Reuben for the quick response. We will add to the scope: Intersections as indicated Two Horizon Years 5 & 10 year Background Developments – we will reach out for dev statistics/timng Regards Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com From: Reuben Davis <rdavis@oxfordcounty.ca> Sent: December 6, 2021 1:25 PM To: Eric Gilbert <egilbert@oxfordcounty.ca>; Rajan Philips <rphilips@ptsl.com> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Just to clarify, two horizon years shall be considered The five year and the ten year Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca Page 261 of 876 5 From: Eric Gilbert Sent: December‐06‐21 12:00 PM To: Rajan Philips <rphilips@ptsl.com>; Reuben Davis <rdavis@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Hello Rajan, Town comments: The Town is undertaking a reconstruction of Woodcock Drive and Pheasant in 2023; Street B and Bobolink‐ please analyze this intersection and include options for direct intersection at Robin Is a 3 way stop required for Street D and Street E with Street D being a collector? Pending Council approval on Dec 13, attached is the new Town cross section to be used. County PW comments: Include intersections of North Street East and Braun Avenue, and North St E and Tillson Avenue; Horizon year shall be 10 years from date of TIA submission. Background Developments: The developments that are planned in this area are to the east o Northcrest Phase 2 (2022 build out); o Lindprop‐ (up to 244 units, 2023 build out?) o Future residential lands to the east‐ no known time frame. Regards, Eric Gilbert, MCIP RPP Senior Planner| Community Planning County of Oxford From: Rajan Philips <rphilips@ptsl.com> Sent: December 2, 2021 10:48 AM To: Eric Gilbert <egilbert@oxfordcounty.ca>; Reuben Davis <rdavis@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hi Eric, Performance Communities Inc. (Hayhoe Homes) has retained Paradigm to provide Transportation Consulting Services for a proposed residential subdivision located north of the existing Rolling Meadows subdivision and Bobolink Drive in Tillsonburg. The subdivision is intended to be a mix of single detached units and townhouses. A Concept Development Plan is attached. Potential road connections include a new collector road at the north end of the site running east-west (Street D in the attached Plan); and a north-south collector road (Street A) extending from Woodcock Drive. Page 262 of 876 6 Consistent with Tillsonburg Transportation Network Plan: - Street D will extend east to connect with a future collector road (within a future residential area that extends down to North Street East). - Street D will also extend west to intersect with Broadway/Highway 19. A roundabout is proposed for the intersection of Street A and Street D. We are still at a preliminary planning stage, but would like to identify the Municipality’s and County’s requirements for Transportation Impact Assessment for the proposed development. To that end, we have prepared the following scope of work for Staff review and comments: - Analysis Periods: Weekday AM and PM peak hour of adjacent streets. - Study Area Intersections (Existing & Future): o Broadway and North Street o North Street and Woodcock Drive o North Street and Falcon Road o Street D and Broadway o Street A/Woodcock Drive and Bobolink Drive o Street A/Robin Road and Bobolink Drive - Horizon Year: five years from date of TIA submission - Background Growth Rate: 2% compounded per annum - Background developments: please identify - Roadway Improvements & Timing: please identify - Trip Generation: ITE Trip Generation Manual 11th Edition. - Trip Distribution: Existing traffic patterns. Thank you. Regards, Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender immediately. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e-mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e-mail. Page 263 of 876 7 This e‐mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e‐mail in error please notify the sender immediately. Please note that any views or opinions presented in this e‐mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e‐mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e‐mail. This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender immediately. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e-mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e-mail. Page 264 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix B Existing Traffic Data Page 265 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeBobolink DriveBobolink DriveRobin RoadEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total7:00 AM01001000000000017:15 AM00000310040101157:30 AM10001100010000027:45 AM3000320002000005Hourly Total410056100701011138:00 AM10001000000000018:15 AM01001000000000018:30 AM00000010010000018:45 AM2001210001000103Hourly Total31014110020001069:00 AM00000010010000019:15 AM00000000000000009:30 AM00000010011100239:45 AM1000111002001014Hourly Total1000113004111038*** BREAK ***----------------11:30 AM100010300300000411:45 AM1000110001000002Hourly Total200021300400000612:00 PM100012000200000312:15 PM100010100100000212:30 PM210031000100000412:45 PM0000002002000002Hourly Total410053300600000111:00 PM11002200020000041:15 PM2000212003000005*** BREAK ***----------------Hourly Total31004320050000093:00 PM00010110020000023:15 PM00000220041000153:30 PM10001110021000143:45 PM0100111002000003Hourly Total1101255001020002144:00 PM00000110021000134:15 PM11012010010000034:30 PM1000110001000002Page 266 of 876 4:45 PM0100102002000003Hourly Total220142400610001115:00 PM01001000000000015:15 PM00000000000100115:30 PM30003110020200275:45 PM0000010001000001Hourly Total31004210030300310Grand Total23803312423004745121088Approach %74.225.80.0--51.148.90.0--40.050.010.0---Total %26.19.10.0-35.227.326.10.0-53.44.55.71.1-11.4-Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Cars & Light Goods2180-2923210-44451-1083% Cars & Light Goods91.3100.0--93.595.891.3--93.6100.0100.0100.0-100.094.3Buses200-2000-0000-02% Buses8.70.0--6.50.00.0--0.00.00.00.0-0.02.3Single-Unit Trucks000-0110-2000-02% Single-Unit Trucks0.00.0--0.04.24.3--4.30.00.00.0-0.02.3Articulated Trucks000-0010-1000-01% Articulated Trucks0.00.0--0.00.04.3--2.10.00.00.0-0.01.1Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk---0.0---------0.0--Pedestrians---3----0----2--% Pedestrians---100.0---------100.0--Page 267 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther28 0 0 2 26 0 Out 47 1 2 0 44 0 In 75 1 2 2 70 0 Total Bobolink Drive [E] T 23 1 1 0 21 0 L 24 0 1 0 23 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000321042000101000331043OutInTotalRobin Road [S]ULRP000014500000000000021452Bobolink Drive [W]Total05421158In02920031Out02501127000000U02120023T080008R000033PTurning Movement Data PlotPage 268 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (7:00 AM)Start TimeBobolink DriveBobolink DriveRobin RoadEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total7:00 AM01001000000000017:15 AM00000310040101157:30 AM10001100010000027:45 AM3000320002000005Total41005610070101113Approach %80.020.00.0--85.714.30.0--0.0100.00.0---Total %30.87.70.0-38.546.27.70.0-53.80.07.70.0-7.7-PHF0.3330.2500.000-0.4170.5000.2500.000-0.4380.0000.2500.000-0.2500.650Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.0-0.0--0.00.0Cars & Light Goods410-5610-7010-113% Cars & Light Goods100.0100.0--100.0100.0100.0--100.0-100.0--100.0100.0Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.0-0.0--0.00.0Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks0.00.0--0.00.00.0--0.0-0.0--0.00.0Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.0-0.0--0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.0-0.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk-------------0.0--Pedestrians---0----0----1--% Pedestrians-------------100.0--Page 269 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 7:00 AMEnding At01/27/2022 8:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther5 0 0 0 5 0 Out 7 0 0 0 7 0 In 12 0 0 0 12 0 Total Bobolink Drive [E] T 1 0 0 0 1 0 L 6 0 0 0 6 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000718000000000718OutInTotalRobin Road [S]ULRP000000100000000000010011Bobolink Drive [W]Total060006In050005Out010001000000U040004T010001R000000PTurning Movement Peak Hour Data Plot (7:00 AM)Page 270 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (12:30 PM)Start TimeBobolink DriveBobolink DriveRobin RoadEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total12:30 PM210031000100000412:45 PM00000020020000021:00 PM11002200020000041:15 PM2000212003000005Total52007440080000015Approach %71.428.60.0--50.050.00.0--0.00.00.0---Total %33.313.30.0-46.726.726.70.0-53.30.00.00.0-0.0-PHF0.6250.5000.000-0.5830.5000.5000.000-0.6670.0000.0000.000-0.0000.750Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.0-----0.0Cars & Light Goods520-7440-8000-015% Cars & Light Goods100.0100.0--100.0100.0100.0--100.0-----100.0Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.0-----0.0Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks0.00.0--0.00.00.0--0.0-----0.0Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.0-----0.0Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.0-----0.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 271 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 12:30 PMEnding At01/27/2022 1:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther5 0 0 0 5 0 Out 8 0 0 0 8 0 In 13 0 0 0 13 0 Total Bobolink Drive [E] T 4 0 0 0 4 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000606000000000606OutInTotalRobin Road [S]ULRP000000000000000000000000Bobolink Drive [W]Total01100011In070007Out040004000000U050005T020002R000000PTurning Movement Peak Hour Data Plot (12:30 PM)Page 272 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:15 PM)Start TimeBobolink DriveBobolink DriveRobin RoadEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total3:15 PM00000220041000153:30 PM10001110021000143:45 PM01001110020000034:00 PM0000011002100013Total110025500103000315Approach %50.050.00.0--50.050.00.0--100.00.00.0---Total %6.76.70.0-13.333.333.30.0-66.720.00.00.0-20.0-PHF0.2500.2500.000-0.5000.6250.6250.000-0.6250.7500.0000.000-0.7500.750Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.0---0.00.0Cars & Light Goods010-1540-9300-313% Cars & Light Goods0.0100.0--50.0100.080.0--90.0100.0---100.086.7Buses100-1000-0000-01% Buses100.00.0--50.00.00.0--0.00.0---0.06.7Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks0.00.0--0.00.00.0--0.00.0---0.00.0Articulated Trucks000-0010-1000-01% Articulated Trucks0.00.0--0.00.020.0--10.00.0---0.06.7Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.0---0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 273 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Bobolink Drive & Robin RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:15 PMEnding At01/27/2022 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther1 0 0 1 0 0 Out 10 1 0 0 9 0 In 11 1 0 1 9 0 Total Bobolink Drive [E] T 5 1 0 0 4 0 L 5 0 0 0 5 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000639000000000639OutInTotalRobin Road [S]ULRP000003000000000000000300Bobolink Drive [W]Total0810110In011002Out070018000000U001001T010001R000000PTurning Movement Peak Hour Data Plot (3:15 PM)Page 274 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM4181200341181500341358140085931100411947:15 AM52313004111814003310491600751235000471967:30 AM12128005015121700449611400841937000562347:45 AM924230056172115005394918007654700052237Hourly Total1986760018154496100164412176200320451501001968618:00 AM519170041152213005015532401921944400672508:15 AM349320084102117004812522100851055100662838:30 AM528330066221515015217391400702045301682568:45 AM11294000802533150073214517008375530065301Hourly Total24125122002717291600122365189760133056199110126610909:00 AM51626004719168004315421700741140600572219:15 AM21517003419151300471756190092849200592329:30 AM7733004718814004013532300891842700672439:45 AM4212300481611160043125313007894920060229Hourly Total1859990017672505100173572047200333461801700243925*** BREAK ***-------------------------11:30 AM31525004320122002521965220010617573007727811:45 AM108200038321318006324761600116225670085302Hourly Total13234500815225380211543141380022239113100016258012:00 PM101223004528192300702968320012926458007932312:15 PM101217003925141702561966240010919614008428812:30 PM51223004015191500492173230011714507007127712:45 PM818240050171513004519592600104204550070269Hourly Total3354870017485676802220882661050045979201240030411571:00 PM6152500462014130047206219001012259401852791:15 PM320220045201317005024592701110176960092297*** BREAK ***-------------------------Hourly Total93547009140273000974412146012113912810011775763:00 PM5242200512123250069265420001002048400722923:15 PM6122400422418210063325924001152371300973173:30 PM61933005825201901642056270110337976001403653:45 PM720220049162028006431682700126186370088327Hourly Total24751010020086819301260109237980144498279200039713014:00 PM61512003325332200803060280011826471300863174:15 PM717230047212027006827651900111241051100140366Page 275 of 876 4:30 PM91613003818192800652861280011725706011013214:45 PM2223100551225160053305818001062160150096310Hourly Total2470790017376979300266115244930045296282450142313145:00 PM111815004422302400764262290013320611100923455:15 PM61418003826182400682955210010528896001233345:30 PM5152500451521150051243215007118651100942615:45 PM682200369191202402546150086275770091253Hourly Total285580001637288750223512019580003959327235004001193Grand Total192582736001510609575569081753682181467003316659118041730325688997Approach %12.738.548.70.0--34.732.832.50.0--21.557.321.20.0--23.070.26.70.0---Total %2.16.58.20.0-16.86.86.46.30.0-19.57.620.27.40.0-35.26.620.11.90.0-28.5-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1875397250-14515925484890-162966716836510-300150616841710-23618442% Cars & LightGoods97.492.698.5--96.197.295.385.9--92.997.892.897.2--94.885.693.398.8--91.993.8Buses32640-3391340-2641070-213210-686% Buses1.64.50.5--2.21.52.30.7--1.50.60.61.0--0.70.50.10.6--0.21.0Single-Unit Trucks21560-23810400-58957100-76444910-94251% Single-UnitTrucks1.02.60.8--1.51.31.77.0--3.31.33.11.5--2.47.42.70.6--3.72.8Articulated Trucks0200-204360-4016420-67386900-107216% ArticulatedTrucks0.00.30.0--0.10.00.76.3--2.30.13.50.3--2.16.43.80.0--4.22.4Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.00.1--0.10.00.00.0--0.00.10.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0-----0.0--Pedestrians----0-----8-----3-----3--% Pedestrians----------100.0-----100.0-----100.0--Page 276 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000235923614720176239994193100107207257525685143000001711684506001230014944000693803173180459103RTLUP1843 42 69 36 1696 0 Out 1753 40 58 26 1629 0 In 3596 82 127 62 3325 0 Total North Street [E] R 569 36 40 4 489 0 T 575 4 10 13 548 0 L 609 0 8 9 592 0 U 0 0 0 0 0 0 P 8 8 0 0 0 0 00030013001600215213663761397068138314931666315OutInTotalBroadway [S]ULTRP000000667168365100410700957100026423068218146703North Street [W]Total02837514392940In01451332331510Out01386182061430000000U0187320192L053926152582T0725461736R000000PTurning Movement Data PlotPage 277 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM519170041152213005015532401921944400672508:15 AM349320084102117004812522100851055100662838:30 AM528330066221515015217391400702045301682568:45 AM11294000802533150073214517008375530065301Total2412512200271729160012236518976013305619911012661090Approach %8.946.145.00.0--32.340.826.90.0--19.757.323.00.0--21.174.84.10.0---Total %2.211.511.20.0-24.96.68.35.50.0-20.56.017.37.00.0-30.35.118.31.00.0-24.4-PHF0.5450.6380.7630.000-0.8070.7200.6890.8820.000-0.7640.7740.8920.7920.000-0.8970.7000.9050.6880.000-0.9780.905Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods231131180-2547084520-20663168730-30445180110-2361000% Cars & LightGoods95.890.496.7--93.797.292.386.7--92.496.988.996.1--92.180.490.5100.0--88.791.7Buses11120-141500-60210-31000-124% Buses4.28.81.6--5.21.45.50.0--2.70.01.11.3--0.91.80.00.0--0.42.2Single-Unit Trucks0020-21150-721020-146600-1235% Single-UnitTrucks0.00.01.6--0.71.41.18.3--3.13.15.32.6--4.210.73.00.0--4.53.2Articulated Trucks0100-10130-40900-941300-1731% ArticulatedTrucks0.00.80.0--0.40.01.15.0--1.80.04.80.0--2.77.16.50.0--6.42.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0-----0.0--Pedestrians----0-----1-----1-----1--% Pedestrians----------100.0-----100.0-----100.0--Page 278 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000243236479314151227121729273266539000001118045000010006600013401111995601RTLUP257 5 8 13 231 0 Out 223 4 7 6 206 0 In 480 9 15 19 437 0 Total North Street [E] R 60 3 5 0 52 0 T 91 1 1 5 84 0 L 72 0 1 1 70 0 U 0 0 0 0 0 0 P 1 1 0 0 0 0 0003683046723369142313922393330723OutInTotalBroadway [S]ULTRP000000631687300021002102000901065189761North Street [W]Total04121952438In02541421271Out0158531167000000U02310024L01131101125T0118220122R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 279 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM31525004320122002521965220010617573007727811:45 AM10820003832131800632476160011622567008530212:00 PM101223004528192300702968320012926458007932312:15 PM1012170039251417025619662400109196140084288Total334785001651055878042419127594004608421922003251191Approach %20.028.551.50.0--43.624.132.40.0--19.859.820.40.0--25.867.46.80.0---Total %2.83.97.10.0-13.98.84.96.50.0-20.27.623.17.90.0-38.67.118.41.80.0-27.3-PHF0.8250.7830.8500.000-0.9170.8200.7630.8480.000-0.8610.7840.9050.7340.000-0.8910.8080.8980.6880.000-0.9560.922Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods3246830-16110455640-22390248940-43264201220-2871103% Cars & LightGoods97.097.997.6--97.699.094.882.1--92.598.990.2100.0--93.976.291.8100.0--88.392.6Buses0000-00000-00100-10000-01% Buses0.00.00.0--0.00.00.00.0--0.00.00.40.0--0.20.00.00.0--0.00.1Single-Unit Trucks1110-31260-911600-1712700-1948% Single-UnitTrucks3.02.11.2--1.81.03.47.7--3.71.15.80.0--3.714.33.20.0--5.84.0Articulated Trucks0000-00180-901000-1081100-1938% ArticulatedTrucks0.00.00.0--0.00.01.710.3--3.70.03.60.0--2.29.55.00.0--5.83.2Bicycles on Road0010-10000-00000-00000-01% Bicycles onRoad0.00.01.2--0.60.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----4-----0-----0--% Pedestrians----------100.0--------------Page 280 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal0003442876311012319421819373863257110000022201640000000071200011800222198400RTLUP225 8 13 0 204 0 Out 241 9 9 0 223 0 In 466 17 22 0 427 0 Total North Street [E] R 78 8 6 0 64 0 T 58 1 2 0 55 0 L 105 0 1 0 104 0 U 0 0 0 0 0 0 P 4 4 0 0 0 0 00038843282001191726121022409460869OutInTotalBroadway [S]ULTRP0000009024894000100011600001000091275940North Street [W]Total0328062336In0161031165Out0167031171000000U03201033L04601047T08301185R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 281 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:30 PM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM61933005825201901642056270110337976001403653:45 PM7202200491620280064316827001261863700883274:00 PM61512003325332200803060280011826471300863174:15 PM717230047212027006827651900111241051100140366Total26719000187879396012761082491010145810531237004541375Approach %13.938.048.10.0--31.533.734.80.0--23.654.422.10.0--23.168.78.10.0---Total %1.95.26.50.0-13.66.36.87.00.0-20.17.918.17.30.0-33.37.622.72.70.0-33.0-PHF0.9290.8880.6820.000-0.8060.8700.7050.8570.000-0.8630.8710.9150.9020.000-0.9090.7090.7430.7120.000-0.8110.939Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods2462890-1758189870-257107231940-43293294360-4231287% Cars & LightGoods92.387.398.9--93.693.195.790.6--93.199.192.893.1--94.388.694.297.3--93.293.6Buses2610-94200-61240-70110-224% Buses7.78.51.1--4.84.62.20.0--2.20.90.84.0--1.50.00.32.7--0.41.7Single-Unit Trucks0300-32230-70720-98800-1635% Single-UnitTrucks0.04.20.0--1.62.32.23.1--2.50.02.82.0--2.07.62.60.0--3.52.5Articulated Trucks0000-00060-60910-104900-1329% ArticulatedTrucks0.00.00.0--0.00.00.06.3--2.20.03.61.0--2.23.82.90.0--2.92.1Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0--------Pedestrians----0-----1-----1-----0--% Pedestrians----------100.0-----100.0--------Page 282 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:30 PMEnding At01/27/2022 4:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000342423765426101626151328371454825000003629493001100008800094003731210500RTLUP277 5 13 10 249 0 Out 276 6 7 6 257 0 In 553 11 20 16 506 0 Total North Street [E] R 96 6 3 0 87 0 T 93 0 2 2 89 0 L 87 0 2 4 81 0 U 0 0 0 0 0 0 P 1 1 0 0 0 0 00046443289667131091991019489458947OutInTotalBroadway [S]ULTRP00000010723194001240007200091101082491011North Street [W]Total04071350425In0175930187Out0232420238000000U02420026L06263071T08910090R000000PTurning Movement Peak Hour Data Plot (3:30 PM)Page 283 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM5294003802620028100001000000677:15 AM1385004423700039201003000202887:30 AM04530048133000340000000000130827:45 AM0502005224800050100021001122105Hourly Total61621400182514420015140102500131543428:00 AM1562015913600037201003000080998:15 AM06830071232000342000220000601078:30 AM05620058351000542030050000501178:45 AM0522105525100053301004000080112Hourly Total12329112438170000178905021400002704359:00 AM0444004813900040302005000010939:15 AM1332003613600037001001003144789:30 AM3400004312900030100001000181759:45 AM2334003913200033505001000006082Hourly Total61501000166413600014090800170032195328*** BREAK ***-------------------------11:30 AM055200570380003840100500000010011:45 AM0420004225500057205007000000106Hourly Total0972009929300095606001200000020612:00 PM047200492570005920101300201211312:15 PM24200044141000420020120000008812:30 PM04600046137000382010030000208712:45 PM0524005654300048102003000020107Hourly Total2187600195917800018750602110020523951:00 PM0511005203500035100001000020881:15 PM0561005724200044000000000020101*** BREAK ***-------------------------Hourly Total0107200109277000791000010000401893:00 PM04610047156000573020050010011103:15 PM04630049169000704030070000001263:30 PM07130074258000604020060000101403:45 PM05700057156000577030010000030124Hourly Total022070022752390002441801000280010415004:00 PM04700047168000691020030003031224:15 PM052200540560005610202300010010123Page 284 of 876 4:30 PM06700067163000640010010002321344:45 PM0551005634500048402006000272112Hourly Total0221300224523200023760702130001710174915:00 PM056000561570005820000210845131295:15 PM05600056053000531000111070081185:30 PM0351003625000052201003000000915:45 PM136100380320003200000010000171Hourly Total1183200186319200019550101630154522409Grand Total161559551116314314612001506630440910730222689513295Approach %1.095.63.40.1--2.997.00.10.0--58.90.041.10.0--5.90.043.151.0---Total %0.547.31.70.0-49.51.344.30.10.0-45.71.90.01.30.0-3.20.10.00.70.8-1.5-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.00.0-0.00.00.00.0--0.00.0-0.0--0.00.0-0.00.0-0.00.0Cars & Light Goods131453551-152243136920-1414600420-10230211-253063% Cars & LightGoods81.393.2100.0100.0-93.3100.093.7100.0--93.995.2-95.5--95.3100.0-95.53.8-49.093.0Buses03800-3802600-260000-00000-064% Buses0.02.40.00.0-2.30.01.80.0--1.70.0-0.0--0.00.0-0.00.0-0.01.9Single-Unit Trucks33300-3603200-323020-500125-2699% Single-UnitTrucks18.82.10.00.0-2.20.02.20.0--2.14.8-4.5--4.70.0-4.596.2-51.03.0Articulated Trucks03500-3503400-340000-00000-069% ArticulatedTrucks0.02.20.00.0-2.10.02.30.0--2.30.0-0.0--0.00.0-0.00.0-0.02.1Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.00.0--0.00.0-0.0--0.00.0-0.00.0-0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0-----0.0--Pedestrians----1-----0-----9-----89--% Pedestrians----100.0-----------100.0-----100.0--Page 285 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000162541000282654000445195000002103100000010025000008922032689RTLUP1606 35 35 38 1498 0 Out 1506 34 32 26 1414 0 In 3112 69 67 64 2912 0 Total North Street [E] R 2 0 0 0 2 0 T 1461 34 32 26 1369 0 L 43 0 0 0 43 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0009810220000005500098107205OutInTotalCoulthard Street [S]ULTRP0000006004200000003020000090630449North Street [W]Total029736472693178In015223836351631Out014512636341547010001U01303016L014533833351559T05500055R000011PTurning Movement Data PlotPage 286 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM1562015913600037201003000080998:15 AM06830071232000342000220000601078:30 AM05620058351000542030050000501178:45 AM0522105525100053301004000080112Total1232911243817000017890502140000270435Approach %0.495.53.70.4--4.595.50.00.0--64.30.035.70.0--0.00.00.00.0---Total %0.253.32.10.2-55.91.839.10.00.0-40.92.10.01.10.0-3.20.00.00.00.0-0.0-PHF0.2500.8530.7500.250-0.8560.6670.8330.0000.000-0.8240.7500.0000.4170.000-0.7000.0000.0000.0000.000-0.0000.929Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.00.0-0.00.00.0---0.00.0-0.0--0.0------0.0Cars & Light Goods020991-219815700-1658050-130000-0397% Cars & LightGoods0.090.1100.0100.0-90.1100.092.4---92.788.9-100.0--92.9------91.3Buses01600-160600-60000-00000-022% Buses0.06.90.00.0-6.60.03.5---3.40.0-0.0--0.0------5.1Single-Unit Trucks1300-40400-41000-10000-09% Single-UnitTrucks100.01.30.00.0-1.60.02.4---2.211.1-0.0--7.1------2.1Articulated Trucks0400-40300-30000-00000-07% ArticulatedTrucks0.01.70.00.0-1.60.01.8---1.70.0-0.0--0.0------1.6Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.0---0.00.0-0.0--0.0------0.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0-----0.0--Pedestrians----1-----0-----2-----27--% Pedestrians----100.0-----------100.0-----100.0--Page 287 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal00000000010100010100000000000000000000000027000027RTLUP237 4 3 16 214 0 Out 178 3 4 6 165 0 In 415 7 7 22 379 0 Total North Street [E] R 0 0 0 0 0 0 T 170 3 4 6 157 0 L 8 0 0 0 8 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000171330000011000171431OutInTotalCoulthard Street [S]ULTRP000000805000000010000000209052North Street [W]Total03852297423In02191644243Out0166653180010001U000101L02091634232T090009R000011PTurning Movement Peak Hour Data Plot (8:00 AM)Page 288 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM055200570380003840100500000010011:45 AM042000422550005720500700000010612:00 PM047200492570005920101300201211312:15 PM242000441410004200201200000088Total218640019251910001968090217002012407Approach %1.096.92.10.0--2.697.40.00.0--47.10.052.90.0--0.00.0100.00.0---Total %0.545.71.00.0-47.21.246.90.00.0-48.22.00.02.20.0-4.20.00.00.50.0-0.5-PHF0.2500.8450.5000.000-0.8420.6250.8380.0000.000-0.8310.5000.0000.4500.000-0.6070.0000.0000.2500.000-0.2500.900Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Cars & Light Goods217740-183518000-1858090-170020-2387% Cars & LightGoods100.095.2100.0--95.3100.094.2---94.4100.0-100.0--100.0--100.0--100.095.1Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Single-Unit Trucks0300-30300-30000-00000-06% Single-UnitTrucks0.01.60.0--1.60.01.6---1.50.0-0.0--0.0--0.0--0.01.5Articulated Trucks0600-60800-80000-00000-014% ArticulatedTrucks0.03.20.0--3.10.04.2---4.10.0-0.0--0.0--0.0--0.03.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------0.0-----0.0--Pedestrians----0-----0-----2-----1--% Pedestrians----------------100.0-----100.0--Page 289 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000224000000000224000002000000000000000000120001RTLUP195 6 3 0 186 0 Out 196 8 3 0 185 0 In 391 14 6 0 371 0 Total North Street [E] R 0 0 0 0 0 0 T 191 8 3 0 180 0 L 5 0 0 0 5 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0009172600000000091726OutInTotalCoulthard Street [S]ULTRP000000809000000000000000208092North Street [W]Total03730614393In0183036192Out0190038201000000U020002L0177036186T040004R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 290 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:15 PM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:15 PM04630049169000704030070000001263:30 PM07130074258000604020060000101403:45 PM057000571560005770300100000301244:00 PM0470004716800069102003000303122Total02216002275251000256160100026000343512Approach %0.097.42.60.0--2.098.00.00.0--61.50.038.50.0--0.00.00.0100.0---Total %0.043.21.20.0-44.31.049.00.00.0-50.03.10.02.00.0-5.10.00.00.00.6-0.6-PHF0.0000.7780.5000.000-0.7670.6250.9090.0000.000-0.9140.5710.0000.8330.000-0.6500.0000.0000.0000.250-0.2500.914Motorcycles0000-00000-00000-00000-00% Motorcycles-0.00.0--0.00.00.0---0.00.0-0.0--0.0---0.0-0.00.0Cars & Light Goods019360-199523200-237160100-260000-0462% Cars & LightGoods-87.3100.0--87.7100.092.4---92.6100.0-100.0--100.0---0.0-0.090.2Buses01500-1501000-100000-00000-025% Buses-6.80.0--6.60.04.0---3.90.0-0.0--0.0---0.0-0.04.9Single-Unit Trucks0900-90300-30000-00003-315% Single-UnitTrucks-4.10.0--4.00.01.2---1.20.0-0.0--0.0---100.0-100.02.9Articulated Trucks0400-40600-60000-00000-010% ArticulatedTrucks-1.80.0--1.80.02.4---2.30.0-0.0--0.0---0.0-0.02.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad-0.00.0--0.00.00.0---0.00.0-0.0--0.0---0.0-0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----4--% Pedestrians----------------------100.0--Page 291 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:15 PMEnding At01/27/2022 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000000000336000336000000000000000000300000400034RTLUP231 4 9 15 203 0 Out 256 6 3 10 237 0 In 487 10 12 25 440 0 Total North Street [E] R 0 0 0 0 0 0 T 251 6 3 10 232 0 L 5 0 0 0 5 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000112637000000000112637OutInTotalCoulthard Street [S]ULTRP0000001601000000000000000000160100North Street [W]Total0447251210494In01991594227Out02481036267000000U000000L01931594221T060006R000000PTurning Movement Peak Hour Data Plot (3:15 PM)Page 292 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total7:00 AM1390040251002602002687:15 AM0440044352003721003847:30 AM0470047381003930003897:45 AM140004147100481240016105Hourly Total21700017214550015017700243468:00 AM05600564310044420061068:15 AM37400773710038220041198:30 AM06200625520057330061258:45 AM0530053550105631004113Hourly Total32450024819041019512800204639:00 AM2440046411014220012909:15 AM1380039402004202002839:30 AM3380041341003545009859:45 AM042004234300370400483Hourly Total6162001681497011566110117341*** BREAK ***----------------11:30 AM258006040400441200310711:45 AM3450048561005712003108Hourly Total510300108965001012400621512:00 PM450005465200670300312412:15 PM34400474120043230059512:30 PM343004648100492300510012:45 PM5590064434004722004115Hourly Total151960021119790020661100174341:00 PM14800494130044340071001:15 PM1590160460004611012108*** BREAK ***----------------Hourly Total2107011098730090450192083:00 PM34800516220064120031183:15 PM34700507030073210031263:30 PM37600795540059410051433:45 PM4570061594006314005129Hourly Total132280024124613002598800165164:00 PM35600597250077110021384:15 PM26000625620058040041244:30 PM3700073573006022004137Page 293 of 876 4:45 PM1550056485005300010109Hourly Total92410025023315002483701105085:00 PM35800617020072000001335:15 PM25300556320065210031235:30 PM1400041455005010001925:45 PM243004533100340000079Hourly Total819400202211100022131004427Grand Total6316460117091554711116266162031233458Approach %3.796.30.0--95.64.40.1--49.650.40.0---Total %1.847.60.0-49.444.92.10.0-47.01.81.80.0-3.6-Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Cars & Light Goods4515320-15771459671-152759380-973201% Cars & Light Goods71.493.1--92.393.994.4100.0-93.996.761.3--78.992.6Buses0360-362600-26110-264% Buses0.02.2--2.11.70.00.0-1.61.61.6--1.61.9Single-Unit Trucks17420-593540-391230-24122% Single-Unit Trucks27.02.6--3.52.35.60.0-2.41.637.1--19.53.5Articulated Trucks1360-373400-34000-071% Articulated Trucks1.62.2--2.22.20.00.0-2.10.00.0--0.02.1Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk---0.0----0.0----0.0--Pedestrians---1----1----3--% Pedestrians---100.0----100.0----100.0--Page 294 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal0001129720902221244510113412325700003859001100231000003626103RLUP1708 36 43 37 1592 0 Out 1626 34 39 26 1527 0 In 3334 70 82 63 3119 0 Total North Street [E] R 71 0 4 0 67 0 T 1554 34 35 26 1459 0 U 1 0 0 0 1 0 P 1 1 0 0 0 0 North Street [W]Total0307463117713325In015773659371709Out014972758341616000000U045017163L015323642361646T000011PTurning Movement Data PlotPage 295 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total8:00 AM05600564310044420061068:15 AM37400773710038220041198:30 AM06200625520057330061258:45 AM0530053550105631004113Total3245002481904101951280020463Approach %1.298.80.0--97.42.10.5--60.040.00.0---Total %0.652.90.0-53.641.00.90.2-42.12.61.70.0-4.3-PHF0.2500.8280.000-0.8050.8640.5000.250-0.8550.7500.6670.000-0.8330.926Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Cars & Light Goods22190-22117731-1811240-16418% Cars & Light Goods66.789.4--89.193.275.0100.0-92.8100.050.0--80.090.3Buses0150-15600-6010-122% Buses0.06.1--6.03.20.00.0-3.10.012.5--5.04.8Single-Unit Trucks170-8510-6030-317% Single-Unit Trucks33.32.9--3.22.625.00.0-3.10.037.5--15.03.7Articulated Trucks040-4200-2000-06% Articulated Trucks0.01.6--1.61.10.00.0-1.00.00.0--0.01.3Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 296 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal000516210112350007202700004120010003000000081200RLUP258 4 7 15 232 0 Out 195 2 6 6 181 0 In 453 6 13 21 413 0 Total North Street [E] R 4 0 1 0 3 0 T 190 2 5 6 177 0 U 1 0 0 0 1 0 P 0 0 0 0 0 0 North Street [W]Total040222166446In02211584248Out0181782198000000U020103L02191574245T000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 297 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total11:30 AM258006040400441200310711:45 AM345004856100571200310812:00 PM450005465200670300312412:15 PM344004741200432300595Total12197002092029002114100014434Approach %5.794.30.0--95.74.30.0--28.671.40.0---Total %2.845.40.0-48.246.52.10.0-48.60.92.30.0-3.2-PHF0.7500.8490.000-0.8710.7770.5630.000-0.7870.5000.8330.000-0.7000.875Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.0--0.00.0Cars & Light Goods91870-19619170-198460-10404% Cars & Light Goods75.094.9--93.894.677.8--93.8100.060.0--71.493.1Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.00.00.0--0.00.0Single-Unit Trucks340-7220-4040-415% Single-Unit Trucks25.02.0--3.31.022.2--1.90.040.0--28.63.5Articulated Trucks060-6900-9000-015% Articulated Trucks0.03.0--2.94.50.0--4.30.00.0--0.03.5Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 298 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal0001610260005490002114350000640000004000000010400RLUP201 6 4 0 191 0 Out 211 9 4 0 198 0 In 412 15 8 0 389 0 Total North Street [E] R 9 0 2 0 7 0 T 202 9 2 0 191 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 North Street [W]Total039301315421In0196076209Out0197069212000000U0903012L0187046197T000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 299 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:15 PM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total3:15 PM34700507030073210031263:30 PM37600795540059410051433:45 PM45700615940063140051294:00 PM3560059725007711002138Total13236002492561600272870015536Approach %5.294.80.0--94.15.90.0--53.346.70.0---Total %2.444.00.0-46.547.83.00.0-50.71.51.30.0-2.8-PHF0.8130.7760.000-0.7880.8890.8000.000-0.8830.5000.4380.000-0.7500.937Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.0--0.00.0Cars & Light Goods82110-219237160-253630-9481% Cars & Light Goods61.589.4--88.092.6100.0--93.075.042.9--60.089.7Buses0130-131000-10100-124% Buses0.05.5--5.23.90.0--3.712.50.0--6.74.5Single-Unit Trucks580-13400-4140-522% Single-Unit Trucks38.53.4--5.21.60.0--1.512.557.1--33.34.1Articulated Trucks040-4500-5000-09% Articulated Trucks0.01.7--1.62.00.0--1.80.00.0--0.01.7Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 300 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:15 PMEnding At01/27/2022 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal000249330115510000291544000036000100410000007800RLUP244 4 9 14 217 0 Out 272 5 4 10 253 0 In 516 9 13 24 470 0 Total North Street [E] R 16 0 0 0 16 0 T 256 5 4 10 237 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 North Street [W]Total045923219512In021913134249Out02401085263000000U0805013L02111384236T000000PTurning Movement Peak Hour Data Plot (3:15 PM)Page 301 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM013190132119000201920190058114100161267:15 AM11721003914121002729111700570710081317:30 AM4182200441812000302317110051020201221477:45 AM3153100492120000413099004812400025163Hourly Total86393011646453100118101575600214265401715678:00 AM3232600522618100452112130046224200281718:15 AM12343006717112003024155004418200111528:30 AM120420063812000203713110061012600181628:45 AM117330051192610046231912005401270019170Hourly Total6831440023370674001411055941002053561700766559:00 AM41328004510910020241680048114400191329:15 AM11224003711700018271780052114100161239:30 AM312220037168300271813110042016200181249:45 AM31318003422103003521181400530940013135Hourly Total11509200153593470010090644100195253110066514*** BREAK ***-------------------------11:30 AM1153300491691002625121800551103001414411:45 AM32027005091760032342412007001420016168Hourly Total435600099252670058593630001251245003031212:00 PM2152900461681002545121500720126001816112:15 PM111290041151600031259160050093001213412:30 PM2132800432210002322711100048474001513812:45 PM12133005514180003232137005211210014153Hourly Total6601190018567521021201294548002225401400595861:00 PM21633005117920028217100038212100151321:15 PM52229005681600024231117005121530020151*** BREAK ***-------------------------Hourly Total73862001072525200524418270089427400352833:00 PM3103500481816000343720210078019300221823:15 PM294400551421000354017140071019500241853:30 PM9154800722016101373923180080015300182073:45 PM121320054231300036453222009911610018207Hourly Total15551590022975661011421619275003281691200827814:00 PM22130005322180004041263700104018700252224:15 PM317320052271810046333320008621740023207Page 302 of 876 4:30 PM4224100671617000334219230084218300232074:45 PM117370055271200039313520108732340030211Hourly Total10771400022792651001581471131001036177618001018475:00 PM8183100572517100433715310083015000151985:15 PM516340055211700038281719016419500151725:30 PM215270044272200049239140046112800211605:45 PM310210034111210024181322005311920022133Hourly Total1859113001908468200154106548601246355150073663Grand Total855209820115875614562603104394253850411198528465100015935208Approach %5.432.861.90.0--53.843.72.50.0--47.527.125.40.1--4.778.416.90.0---Total %1.610.018.90.0-30.510.88.80.50.0-20.018.110.39.70.0-38.10.58.91.90.0-11.4-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Cars & Light Goods794929070-1478539434250-9988865134851-188526446920-5644925% Cars & LightGoods92.994.692.4--93.196.195.296.2--95.794.195.496.2100.0-95.092.995.992.0--95.194.6Buses511230-3910700-1712790-280460-1094% Buses5.92.12.3--2.51.81.50.0--1.61.31.31.80.0-1.40.00.96.0--1.71.8Single-Unit Trucks114190-34121410-27141060-3021020-14105% Single-UnitTrucks1.22.71.9--2.12.13.13.8--2.61.51.91.20.0-1.57.12.22.0--2.42.0Articulated Trucks03330-360100-130840-420500-584% ArticulatedTrucks0.00.63.4--2.30.00.20.0--0.13.21.50.80.0-2.10.01.10.0--0.81.6Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----0.0-----0.0-----0.0--Pedestrians----1-----3-----1-----1--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 303 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal0006175641181121022121426851364959312420000092446260064000210200050011004652801RTLUP1052 7 22 20 1003 0 Out 1043 1 27 17 998 0 In 2095 8 49 37 2001 0 Total North Street [E] R 26 0 1 0 25 0 T 456 1 14 7 434 0 L 561 0 12 10 539 0 U 0 0 0 0 0 0 P 3 3 0 0 0 0 000189318853778372865413071384280200919853994OutInTotalTillson Avenue [S]ULTRP0000018865134850012790014106003084119425385041North Street [W]Total028906464673085In014783934361587Out014122530311498000000U07951085L049211143520T0907231933982R000011PTurning Movement Data PlotPage 304 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM3232600522618100452112130046224200281718:15 AM12343006717112003024155004418200111528:30 AM120420063812000203713110061012600181628:45 AM117330051192610046231912005401270019170Total683144002337067400141105594100205356170076655Approach %2.635.661.80.0--49.647.52.80.0--51.228.820.00.0--3.973.722.40.0---Total %0.912.722.00.0-35.610.710.20.60.0-21.516.09.06.30.0-31.30.58.52.60.0-11.6-PHF0.5000.9020.8370.000-0.8690.6730.6440.5000.000-0.7660.7090.7760.7880.000-0.8400.3750.5830.6070.000-0.6790.958Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods4771290-210686140-13310252370-191352130-68602% Cars & LightGoods66.792.889.6--90.197.191.0100.0--94.397.188.190.2--93.2100.092.976.5--89.591.9Buses24100-161300-40430-70130-431% Buses33.34.86.9--6.91.44.50.0--2.80.06.87.3--3.40.01.817.6--5.34.7Single-Unit Trucks0120-31200-31300-40110-212% Single-UnitTrucks0.01.21.4--1.31.43.00.0--2.11.05.10.0--2.00.01.85.9--2.61.8Articulated Trucks0130-40100-12010-30200-210% ArticulatedTrucks0.01.22.1--1.70.01.50.0--0.71.90.02.4--1.50.03.60.0--2.61.5Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 305 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal0006068128641032502269761450000013523003100011000020001756300RTLUP127 2 1 7 117 0 Out 141 1 3 4 133 0 In 268 3 4 11 250 0 Total North Street [E] R 4 0 0 0 4 0 T 67 1 2 3 61 0 L 70 0 1 1 68 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 00024919144012719448538270205475OutInTotalTillson Avenue [S]ULTRP00000010252370004300130002010010559410North Street [W]Total03862277422In02101634233Out0176643189000000U042006L07741183T01291023144R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 306 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM1153300491691002625121800551103001414411:45 AM3202700509176003234241200700142001616812:00 PM2152900461681002545121500720126001816112:15 PM1112900411516000312591600500930012134Total761118001865650800114129576100247145140060607Approach %3.832.863.40.0--49.143.97.00.0--52.223.124.70.0--1.775.023.30.0---Total %1.210.019.40.0-30.69.28.21.30.0-18.821.39.410.00.0-40.70.27.42.30.0-9.9-PHF0.5830.7630.8940.000-0.9300.8750.7350.3330.000-0.8910.7170.5940.8470.000-0.8580.2500.8040.5830.000-0.8330.903Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods7601110-178544970-11012054580-232043140-57577% Cars & LightGoods100.098.494.1--95.796.498.087.5--96.593.094.795.1--93.90.095.6100.0--95.095.1Buses0000-00000-00100-10000-01% Buses0.00.00.0--0.00.00.00.0--0.00.01.80.0--0.40.00.00.0--0.00.2Single-Unit Trucks0110-22110-41120-41100-212% Single-UnitTrucks0.01.60.8--1.13.62.012.5--3.50.81.83.3--1.6100.02.20.0--3.32.0Articulated Trucks0060-60000-08110-100100-117% ArticulatedTrucks0.00.05.1--3.20.00.00.0--0.06.21.81.6--4.00.02.20.0--1.72.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 307 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal000685712510122411272601320000014430000000001100010001445100RTLUP123 1 4 0 118 0 Out 114 0 4 0 110 0 In 237 1 8 0 228 0 Total North Street [E] R 8 0 1 0 7 0 T 50 0 1 0 49 0 L 56 0 2 0 54 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 00020823244001144871017219247466OutInTotalTillson Avenue [S]ULTRP00000012054580001000112008110012957610North Street [W]Total03610414379In0178026186Out0183028193000000U070007L06001061T0111016118R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 308 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (4:00 PM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM22130005322180004041263700104018700252224:15 PM3173200522718100463333200086217400232074:30 PM4224100671617000334219230084218300232074:45 PM117370055271200039313520108732340030211Total1077140002279265100158147113100103617761800101847Approach %4.433.961.70.0--58.241.10.60.0--40.731.327.70.3--6.975.217.80.0---Total %1.29.116.50.0-26.810.97.70.10.0-18.717.413.311.80.1-42.60.89.02.10.0-11.9-PHF0.6250.8750.8540.000-0.8470.8520.9030.2500.000-0.8590.8750.8070.6760.250-0.8680.5830.8260.6430.000-0.8420.954Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Cars & Light Goods9721340-215866110-1481421111001-354773170-97814% Cars & LightGoods90.093.595.7--94.793.593.8100.0--93.796.698.2100.0100.0-98.1100.096.194.4--96.096.1Buses0120-34100-51000-10110-211% Buses0.01.31.4--1.34.31.50.0--3.20.70.00.00.0-0.30.01.35.6--2.01.3Single-Unit Trucks1430-82300-50100-10200-216% Single-UnitTrucks10.05.22.1--3.52.24.60.0--3.20.00.90.00.0-0.30.02.60.0--2.01.9Articulated Trucks0010-10000-04100-50000-06% ArticulatedTrucks0.00.00.7--0.40.00.00.0--0.02.70.90.00.0-1.40.00.00.0--0.00.7Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 309 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 4:00 PMEnding At01/27/2022 5:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal000121972180222241011241012250000017737001100002000000001876700RTLUP184 0 4 1 179 0 Out 158 0 5 5 148 0 In 342 0 9 6 327 0 Total North Street [E] R 1 0 0 0 1 0 T 65 0 3 1 61 0 L 92 0 2 4 86 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000294354648718718156309361670OutInTotalTillson Avenue [S]ULTRP000001142111100001000001000410011471131000North Street [W]Total04356115457In0215381227Out0220334230000000U0901010L07214077T0134231140R000000PTurning Movement Peak Hour Data Plot (4:00 PM)Page 310 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM1371003902500025201003107008757:15 AM2475005472900036000000009009997:30 AM14520048136100380000003070010967:45 AM3424004944610051202014106007111Hourly Total7171120019012136200150403017502900343818:00 AM352300581431004511400641700121218:15 AM27710080138100405010162070091358:30 AM155300590543005700200230800111298:45 AM550100562532005700100110140015129Hourly Total11234800253418870019961801151013600475149:00 AM5420004713820041200002105006969:15 AM1391004113920042102003105006929:30 AM8391004804000040100001102003929:45 AM140100420400004010000100400487Hourly Total15160300178215740016350200730160019367*** BREAK ***-------------------------11:30 AM453200591391004140000410500611011:45 AM4462005225310056201003205007118Hourly Total899400111392200976010073010001322812:00 PM551700630605006550400940500914612:15 PM745300551413004520100310800911212:30 PM343400502431004610300400400410412:45 PM35450062041100424020066060012122Hourly Total181931900230318510001981201000221102300344841:00 PM74530055041100421000012050071051:15 PM6605017114040045002012009009127*** BREAK ***-------------------------Hourly Total1310580112618150087102013201400162323:00 PM95210062160300645020070070071403:15 PM54960060362200675010062040061393:30 PM97030082053300563040072040061513:45 PM8545006726020064602008301004143Hourly Total3122515002716235100025119090028701600235734:00 PM85320063274200783030063030061534:15 PM65750068256100596130010303006143Page 311 of 876 4:30 PM46500069255600633030062040061444:45 PM8534006524600048203005103004122Hourly Total2622811002658231900248141120027901300225625:00 PM1054300670672006960600122050071555:15 PM65520063064200662010134030071395:30 PM143900053044000440010011060071055:45 PM644100511303003420000200500592Hourly Total3619260023412057002131008011870190026491Grand Total165160786011858401510560016067725504134571176002343832Approach %8.986.54.60.0--2.594.03.50.0--57.51.541.00.0--24.40.475.20.0---Total %4.341.92.20.0-48.51.039.41.50.0-41.92.00.11.40.0-3.51.50.04.60.0-6.1-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1631473770-1713391395550-1489722540-1285611740-2313561% Cars & LightGoods98.891.789.5--92.297.592.498.2--92.793.5100.098.2--95.598.2100.098.9--98.792.9Buses13900-4002610-270000-00000-067% Buses0.62.40.0--2.20.01.71.8--1.70.00.00.0--0.00.00.00.0--0.01.7Single-Unit Trucks15760-6415000-512010-31010-2120% Single-UnitTrucks0.63.57.0--3.42.53.30.0--3.22.60.01.8--2.21.80.00.6--0.93.1Articulated Trucks03830-4103900-393000-30010-184% ArticulatedTrucks0.02.43.5--2.20.02.60.0--2.43.90.00.0--2.20.00.00.6--0.42.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0--------Pedestrians----1-----0-----4-----0--% Pedestrians----100.0-----------100.0--------Page 312 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal000220231451202123011223234457000001741560000000101001000017615700RTLUP1719 38 59 39 1583 0 Out 1606 39 51 27 1489 0 In 3325 77 110 66 3072 0 Total North Street [E] R 56 0 0 1 55 0 T 1510 39 50 26 1395 0 L 40 0 1 0 39 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0001171282450007310336127134261OutInTotalVance Drive [S]ULTRP0000007225400000002010030040772554North Street [W]Total0335466117843621In017134064411858Out016412653431763000000U0163110165L014733957381607T07706386R000011PTurning Movement Data PlotPage 313 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM352300581431004511400641700121218:15 AM27710080138100405010162070091358:30 AM155300590543005700200230800111298:45 AM550100562532005700100110140015129Total1123480025341887001996180115101360047514Approach %4.392.53.20.0--2.094.53.50.0--40.06.753.30.0--21.32.176.60.0---Total %2.145.51.60.0-49.20.836.61.40.0-38.71.20.21.60.0-2.91.90.27.00.0-9.1-PHF0.5500.7600.6670.000-0.7910.5000.8700.5830.000-0.8730.3000.2500.5000.000-0.6250.6250.2500.6430.000-0.7830.952Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1120680-225417260-1824180-13101360-47467% Cars & LightGoods100.088.0100.0--88.9100.091.585.7--91.566.7100.0100.0--86.7100.0100.0100.0--100.090.9Buses01600-160610-70000-00000-023% Buses0.06.80.0--6.30.03.214.3--3.50.00.00.0--0.00.00.00.0--0.04.5Single-Unit Trucks0700-70700-71000-10000-015% Single-UnitTrucks0.03.00.0--2.80.03.70.0--3.516.70.00.0--6.70.00.00.0--0.02.9Articulated Trucks0500-50300-31000-10000-09% ArticulatedTrucks0.02.10.0--2.00.01.60.0--1.516.70.00.0--6.70.00.00.0--0.01.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------0.0--------Pedestrians----0-----0-----1-----0--% Pedestrians----------------100.0--------Page 314 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal0001847651010000001947660000036110000000000000000003611000RTLUP252 5 7 16 224 0 Out 199 3 7 7 182 0 In 451 8 14 23 406 0 Total North Street [E] R 7 0 0 1 6 0 T 188 3 7 6 172 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000131326000011011131528OutInTotalVance Drive [S]ULTRP000000418000000010000100106181North Street [W]Total043722159483In02251675253Out0212684230000000U01100011L02061675234T080008R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 315 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM453200591391004140000410500611011:45 AM446200522531005620100320500711812:00 PM551700630605006550400940500914612:15 PM7453005514130045201003108009112Total201951400229419310002071306001980230031486Approach %8.785.26.10.0--1.993.24.80.0--68.40.031.60.0--25.80.074.20.0---Total %4.140.12.90.0-47.10.839.72.10.0-42.62.70.01.20.0-3.91.60.04.70.0-6.4-PHF0.7140.9200.5000.000-0.9090.5000.8040.5000.000-0.7960.6500.0000.3750.000-0.5280.5000.0000.7190.000-0.8610.832Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Cars & Light Goods20178140-2124178100-19212060-1880220-30452% Cars & LightGoods100.091.3100.0--92.6100.092.2100.0--92.892.3-100.0--94.7100.0-95.7--96.893.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Single-Unit Trucks01000-100600-61000-10010-118% Single-UnitTrucks0.05.10.0--4.40.03.10.0--2.97.7-0.0--5.30.0-4.3--3.23.7Articulated Trucks0700-70900-90000-00000-016% ArticulatedTrucks0.03.60.0--3.10.04.70.0--4.30.0-0.0--0.00.0-0.0--0.03.3Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 316 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal00030306000001100030316100000220800000001000000000230800RTLUP209 7 10 0 192 0 Out 207 9 6 0 192 0 In 416 16 16 0 384 0 Total North Street [E] R 10 0 0 0 10 0 T 193 9 6 0 178 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000181836000011000181937OutInTotalVance Drive [S]ULTRP00000012060000000100000000013060North Street [W]Total042401816458In02120107229Out0212089229000000U02000020L01780107195T01400014R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 317 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:30 PM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM97030082053300563040072040061513:45 PM85450067260200646020083010041434:00 PM85320063274200783030063030061534:15 PM65750068256100596130010303006143Total3123415002806243800257181120031110110022590Approach %11.183.65.40.0--2.394.63.10.0--58.13.238.70.0--50.00.050.00.0---Total %5.339.72.50.0-47.51.041.21.40.0-43.63.10.22.00.0-5.31.90.01.90.0-3.7-PHF0.8610.8360.7500.000-0.8540.7500.8210.6670.000-0.8240.7500.2500.7500.000-0.7750.9170.0000.6880.000-0.9170.964Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0Cars & Light Goods30210130-253622880-242181120-31110110-22548% Cars & LightGoods96.889.786.7--90.4100.093.8100.0--94.2100.0100.0100.0--100.0100.0-100.0--100.092.9Buses11000-110400-40000-00000-015% Buses3.24.30.0--3.90.01.60.0--1.60.00.00.0--0.00.0-0.0--0.02.5Single-Unit Trucks0910-100500-50000-00000-015% Single-UnitTrucks0.03.86.7--3.60.02.10.0--1.90.00.00.0--0.00.0-0.0--0.02.5Articulated Trucks0510-60600-60000-00000-012% ArticulatedTrucks0.02.16.7--2.10.02.50.0--2.30.00.00.0--0.00.0-0.0--0.02.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 318 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:30 PMEnding At01/27/2022 4:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal0003922611010000004022620000011011000000000000000001101100RTLUP257 5 9 10 233 0 Out 257 6 5 4 242 0 In 514 11 14 14 475 0 Total North Street [E] R 8 0 0 0 8 0 T 243 6 5 4 228 0 L 6 0 0 0 6 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000193150000101101213152OutInTotalVance Drive [S]ULTRP0000001811200000000000000000181120North Street [W]Total0510151512552In025311106280Out0257456272000000U03010031L02101095234T01301115R000000PTurning Movement Peak Hour Data Plot (3:30 PM)Page 319 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeBobolink DriveBobolink DriveWoodcock DriveEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total7:00 AM02002000000000027:15 AM00000100010000017:30 AM00000100010000017:45 AM0000000000000000Hourly Total02002200020000048:00 AM00000000000200228:15 AM00000000000100118:30 AM00000100010000018:45 AM0100100020120234Hourly Total01001100211502689:00 AM00000100010010129:15 AM00000000000001009:30 AM00000100010000019:45 AM0000000000000100Hourly Total0000020002001213*** BREAK ***----------------11:30 AM000003000300000311:45 AM0000001001010012Hourly Total000003100401001512:00 PM100010000011002312:15 PM000000100100000112:30 PM100011000101001312:45 PM0000011002000002Hourly Total20002220041200391:00 PM00000000000200221:15 PM0000020002020024*** BREAK ***----------------Hourly Total00000200020400463:00 PM00000100010001013:15 PM00000300030000033:30 PM00000110121100243:45 PM1000100010100212Hourly Total100015102621033104:00 PM00000000001000114:15 PM00000010010200234:30 PM1000100000010012Page 320 of 876 4:45 PM0000010001010012Hourly Total10001110021400585:00 PM00000000001100225:15 PM00000000001000115:30 PM00000000000200225:45 PM0000000000000000Hourly Total0000000000230055Grand Total430071850423720172858Approach %57.142.90.0--78.321.70.0--25.071.43.6---Total %6.95.20.0-12.131.08.60.0-39.712.134.51.7-48.3-Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Cars & Light Goods430-71650-217181-2654% Cars & Light Goods100.0100.0--100.088.9100.0--91.3100.090.0100.0-92.993.1Buses000-0000-0020-22% Buses0.00.0--0.00.00.0--0.00.010.00.0-7.13.4Single-Unit Trucks000-0100-1000-01% Single-Unit Trucks0.00.0--0.05.60.0--4.30.00.00.0-0.01.7Articulated Trucks000-0100-1000-01% Articulated Trucks0.00.0--0.05.60.0--4.30.00.00.0-0.01.7Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk--------0.0----0.0--Pedestrians---0----4----7--% Pedestrians--------100.0----100.0--Page 321 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther24 0 0 2 22 0 Out 23 1 1 0 21 0 In 47 1 1 2 43 0 Total Bobolink Drive [E] T 5 0 0 0 5 0 L 18 1 1 0 16 0 U 0 0 0 0 0 0 P 4 4 0 0 0 0 000202646022101101222850OutInTotalWoodcock Drive [S]ULRP00001718000200000000717207Bobolink Drive [W]Total01900019In070007Out01200012000000U040004T030003R000000PTurning Movement Data PlotPage 322 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeBobolink DriveBobolink DriveWoodcock DriveEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total8:00 AM00000000000200228:15 AM00000000000100118:30 AM00000100010000018:45 AM0100100020120234Total0100110021150268Approach %0.0100.00.0--100.00.00.0--16.783.30.0---Total %0.012.50.0-12.512.50.00.0-12.512.562.50.0-75.0-PHF0.0000.2500.000-0.2500.2500.0000.000-0.2500.2500.6250.000-0.5000.500Motorcycles000-0000-0000-00% Motorcycles-0.0--0.00.0---0.00.00.0--0.00.0Cars & Light Goods010-1100-1140-57% Cars & Light Goods-100.0--100.0100.0---100.0100.080.0--83.387.5Buses000-0000-0010-11% Buses-0.0--0.00.0---0.00.020.0--16.712.5Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks-0.0--0.00.0---0.00.00.0--0.00.0Articulated Trucks000-0000-0000-00% Articulated Trucks-0.0--0.00.0---0.00.00.0--0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.0--0.00.0---0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk--------0.0----0.0--Pedestrians---0----2----2--% Pedestrians--------100.0----100.0--Page 323 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther5 0 0 1 4 0 Out 1 0 0 0 1 0 In 6 0 0 1 5 0 Total Bobolink Drive [E] T 0 0 0 0 0 0 L 1 0 0 0 1 0 U 0 0 0 0 0 0 P 2 2 0 0 0 0 000257011000000268OutInTotalWoodcock Drive [S]ULRP000001400010000000020152Bobolink Drive [W]Total020002In010001Out010001000000U000000T010001R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 324 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (12:30 PM)Start TimeBobolink DriveBobolink DriveWoodcock DriveEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total12:30 PM100011000101001312:45 PM00000110020000021:00 PM00000000000200221:15 PM0000020002020024Total10001410050500511Approach %100.00.00.0--80.020.00.0--0.0100.00.0---Total %9.10.00.0-9.136.49.10.0-45.50.045.50.0-45.5-PHF0.2500.0000.000-0.2500.5000.2500.000-0.6250.0000.6250.000-0.6250.688Motorcycles000-0000-0000-00% Motorcycles0.0---0.00.00.0--0.0-0.0--0.00.0Cars & Light Goods100-1410-5050-511% Cars & Light Goods100.0---100.0100.0100.0--100.0-100.0--100.0100.0Buses000-0000-0000-00% Buses0.0---0.00.00.0--0.0-0.0--0.00.0Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks0.0---0.00.00.0--0.0-0.0--0.00.0Articulated Trucks000-0000-0000-00% Articulated Trucks0.0---0.00.00.0--0.0-0.0--0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road0.0---0.00.00.0--0.0-0.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 325 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 12:30 PMEnding At01/27/2022 1:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther6 0 0 0 6 0 Out 5 0 0 0 5 0 In 11 0 0 0 11 0 Total Bobolink Drive [E] T 1 0 0 0 1 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000459000000000459OutInTotalWoodcock Drive [S]ULRP000000500000000000000050Bobolink Drive [W]Total020002In010001Out010001000000U010001T000000R000000PTurning Movement Peak Hour Data Plot (12:30 PM)Page 326 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:00 PM)Start TimeBobolink DriveBobolink DriveWoodcock DriveEastboundWestboundNorthboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total3:00 PM00000100010001013:15 PM00000300030000033:30 PM00000110121100243:45 PM1000100010100212Total10001510262103310Approach %100.00.00.0--83.316.70.0--66.733.30.0---Total %10.00.00.0-10.050.010.00.0-60.020.010.00.0-30.0-PHF0.2500.0000.000-0.2500.4170.2500.000-0.5000.5000.2500.000-0.3750.625Motorcycles000-0000-0000-00% Motorcycles0.0---0.00.00.0--0.00.00.0--0.00.0Cars & Light Goods100-1410-5200-28% Cars & Light Goods100.0---100.080.0100.0--83.3100.00.0--66.780.0Buses000-0000-0010-11% Buses0.0---0.00.00.0--0.00.0100.0--33.310.0Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks0.0---0.00.00.0--0.00.00.0--0.00.0Articulated Trucks000-0100-1000-01% Articulated Trucks0.0---0.020.00.0--16.70.00.0--0.010.0Bicycles on Road000-0000-0000-00% Bicycles on Road0.0---0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk--------0.0----0.0--Pedestrians---0----2----3--% Pedestrians--------100.0----100.0--Page 327 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Woodcock Drive & Bobolink DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:00 PMEnding At01/27/2022 4:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOther2 0 0 1 1 0 Out 6 1 0 0 5 0 In 8 1 0 1 6 0 Total Bobolink Drive [E] T 1 0 0 0 1 0 L 5 1 0 0 4 0 U 0 0 0 0 0 0 P 2 2 0 0 0 0 000426011000101538OutInTotalWoodcock Drive [S]ULRP000002000010000000030213Bobolink Drive [W]Total040004In010001Out030003000000U010001T000000R000000PTurning Movement Peak Hour Data Plot (3:00 PM)Page 328 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 1Turning Movement DataStart TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total12:00 AM0600060000000430072000021512:15 AM0400040010010610071000011312:30 AM020002000000101002000000412:45 AM0200020010011200030000006Hourly Total0140001400200221250019300003381:00 AM03000300100105000500000091:15 AM04000400000000000000000041:30 AM051006000000131005000000111:45 AM0010010000000400040000005Hourly Total0122001400100111210014000000292:00 AM031004011002022004001001112:15 AM050005001001122005000000112:30 AM020002000000061007101002112:45 AM1300040000000500050000009Hourly Total1131001501200311550021102003423:00 AM02000200000001000100000033:15 AM030003001001050005200002113:30 AM01100200100104000410000183:45 AM06100700000002000210000110Hourly Total0122001400200201200012400004324:00 AM030003100001060006200002124:15 AM071008003003080008310004234:30 AM0160001610000111150017200002364:45 AM0420062030052212002560300945Hourly Total03030033406001034670056131300171165:00 AM06000641200732630032411006515:15 AM016000161070085336004414220018865:30 AM21930024513009560100075142400201285:45 AM120100221070087635007521330027132Hourly Total361400681121900322018224002265381000713976:00 AM42330030209001145090063191000201246:15 AM030200325540014754120073202101231426:30 AM03410035215008664110081315200381626:45 AM0362003822800125578007022300025145Hourly Total41238001351182600452222540002879211301106573Page 329 of 876 7:00 AM2293003433400104782100103195400281757:15 AM264800741041300279852200116242500312487:30 AM271400777221003012643000106277400382517:45 AM35790069351600241966160010126560037231Hourly Total922124002542314540091442938900426961919001349058:00 AM5511200686824003812751800105336700462578:15 AM45350062621100191060130083318400432078:30 AM359700698290119955270091487400592388:45 AM277500841062001361068330011144760057288Hourly Total142402900283301864021124125891003901562821002059909:00 AM057600635612012310702001100302500372239:15 AM46280074841100231157150083235200302109:30 AM57360084332000261757150089333100372369:45 AM1887009674110222176319019934440042259Hourly Total102802700317231754039455247690237112014120014692810:00 AM48360093751500278612201911836002723810:15 AM38740094931200249681600932841003324410:30 AM575400842622013015592501992354003224510:45 AM65010057742100321667190010221760034225Hourly Total182951500328251870011134825582023859019170012695211:00 AM4541000687820003520511400852533003121911:15 AM579300876420003011632500991835002624211:30 AM569900831118002014631500922167003422911:45 AM126320077106160032116123009516150022226Hourly Total262652400315241974001175623877003718013200011391612:00 PM3684007577180032207421001151776003025212:15 PM5655017541100015258824001371866003025712:30 PM4721100875120002687826001123162003926412:45 PM97390091931700291486340013417390129283Hourly Total2127829013282512650010267326105004988322230112810561:00 PM376600855121002713672000100209800372491:15 PM47470085821300231355230091195400282271:30 PM348500565113011915852401124285000332321:45 PM664140084451500241573240011237930049269Hourly Total1626232003102296201935628091014271042815001479772:00 PM96160176942601398794402131254301322782:15 PM561900753420012717853101133305700422772:30 PM675700888311002211872503123267100342672:45 PM17160078661400261476300112026660038262Hourly Total21268280131726177102114503271300750710722170114610843:00 PM4787018983140025168035001312611500422873:15 PM583900973422052917594105117333900452883:30 PM693110111010219013117893501141395700513333:45 PM3891000102461600262881350014436640046318Hourly Total18343370239825157106111783091460653313425250018412264:00 PM29110001035715002719852900133276500383014:15 PM1492130011979230039208838011463410800523564:30 PM88912001097816013122963601154318900483424:45 PM14939001167818003324853202141281070045335Hourly Total38365440044726327201130853541350457412034290018313345:00 PM10881003108613220441318652011693210701493675:15 PM61161300135962200372466340012427890044340Page 330 of 876 5:30 PM47615009558120225304633021092912500462755:45 PM484110099444000482058250010316320021271Hourly Total243644903437243196061511052561440350510433230116012536:00 PM3651100794717002829563500120274200332606:15 PM3691201847727014117443001912611200392556:30 PM45130158541900281438220174306300391996:45 PM55580068741800292336210080241020036213Hourly Total152403402289232281011268317410802365107319001479277:00 PM52970041462403341739190075271200301807:15 PM2413014635160024443170064155400241587:30 PM5304003912900121126170054103501181237:45 PM1315003739100022122522005914620022140Hourly Total131311901163112259039244133750025266151301946018:00 PM4123001935300111622300068166202241228:15 PM13070038548001781830005683100121238:30 PM23320037205007824180050113300171118:45 PM22510028429001592925006311500016122Hourly Total9100130012214112500504193103002374617602694789:00 PM2202002426901171421250060178300281299:15 PM12260029267011542210003611400015959:30 PM016500212670015622140042530008869:45 PM0134001720501722090031740001166Hourly Total3711700918182803542685580016940193006237610:00 PM2182002200301333510004891200128510:15 PM1181002001200312510003663200117010:30 PM02120023103014112500183100044910:45 PM01610017010001374001421000335Hourly Total37360082128021187929001162064003023911:00 PM0181001902100331510002881200116111:15 PM02830031010001116900261030046211:30 PM2700090100013101000232200043711:45 PM0141001510100207200910000127Hourly Total267500741420077483100861235002018712:00 AM0310040000000230051000011012:15 AM010001000000021003010001512:30 AM1300040010011310050000001012:45 AM0200020010011100020000005Hourly Total19100110020022850015110002301:00 AM05000500000003000300000081:15 AM04000400000005000500000091:30 AM121004000000150006000000101:45 AM0200020010211200030000006Hourly Total1131001500102121500017000000332:00 AM0100010100011450010300003152:15 AM04100500000011000210000182:30 AM02100300100104100500000092:45 AM14000500000005000500000010Hourly Total1112001401100221460022400004423:00 AM02000200000002000200000043:15 AM02000220000202000200000063:30 AM02000200000003100420000283:45 AM04100500000016200933000620Page 331 of 876 Hourly Total0101001120000211330017530008384:00 AM030003001001081009301004174:15 AM0400040030031910011500005234:30 AM090009101002081009200002224:45 AM08200102010032180002040100538Hourly Total0242002630600934330049140200161005:00 AM0102001231200602540029801009565:15 AM01200012004004233300388020010645:30 AM0192002141300845050059121000131015:45 AM1230002421400765712007515430022128Hourly Total1644006993130025121652400201435600543496:00 AM219200231114001635770067184000221286:15 AM029100306250013844130065224100271356:30 AM03850043231100161156130080413100451846:45 AM12130025611101181619007119040023137Hourly Total31071100121157410163232184200283100116001175847:00 AM24820052401001147892500121212700302177:15 AM267700769310002212721600100322700412397:30 AM37750085721500241057100077354500442307:45 AM56080173532700352179190011940740051278Hourly Total1225222012862586201955029770004171281523001669648:00 AM44430051862001341767130097274500362188:15 AM254500611041100251448200082287500402088:30 AM56490078732000301448200082306600422328:45 AM6661200847101900361352380210355880071294Hourly Total172282900274322370011255821591023641402524001899529:00 AM262200666320002917801800115274900402509:15 AM65110158331600221357140084231100251899:30 AM4714007932120017754200081152500221999:45 AM165801746211001921792300123291200041257Hourly Total13249150227718105900875827075004039419150012889510:00 AM4524006058100123137032001153104003523310:15 AM359900716016002212551800851624002220010:30 AM56400069821801286671600892723003221810:45 AM9514006462170025115916008623490036211Hourly Total2122617002642512610298422518200375978200012586211:00 AM27560183532000281471210010614114002924611:15 AM7578007265140025177327001172324002924311:30 AM5738008654150024156724041062164003124711:45 AM6605007192160027126423009919420025222Hourly Total202652701312251465001045827595044287723140011495812:00 PM276400825713022520702500115251010004526712:15 PM8608007610418003217483100961645002522912:30 PM4726018252210028158121001172957004126812:45 PM86260076621701252061210010233670046249Hourly Total2227024013162615690311072260980043010325290015710131:00 PM774901902218002214852400123262300312661:15 PM462700739512002613701900102212400272281:30 PM16550071821801281663170096185400272221:45 PM566110082942201351575270011728460038272Hourly Total17267320131628137002111582938700438931317001239882:00 PM773120092971701331280250011719920030272Page 332 of 876 2:15 PM4831000979618013324832800135303800413062:30 PM1163401785324003218742002112369401492712:45 PM35070060891700341473300011718530026237Hourly Total25269330132731257602132683101030248110326170114610863:00 PM47630183710170034128232011261612300312743:15 PM6839009887200035216734011222011400352903:30 PM499800111155180038218937001473411501503463:45 PM483130010012819023929773600142271340044325Hourly Total1834133013924230740214683315139025379747160116012354:00 PM1099800117912180439258735021472810302413444:15 PM59490010811712003026773502138286800423184:30 PM5921801115118230042209242001543211400473584:45 PM121001002122171422005327872800142271640047364Hourly Total32385450346248417504164983431400458111543190217713845:00 PM101161500141916190044237629001282812700473605:15 PM810913001308813002918743500127316700443305:30 PM139180011251016013113543400101315800442885:45 PM95670072341300202457360111729640039248Hourly Total40372430045525386101124782611340147311929260017412266:00 PM2681200829813013029542800111215100272506:15 PM961600766816003021362501823110700482366:30 PM56880081251400211546270088295000342246:45 PM7496006229160027223622008020630029198Hourly Total2324632003011930590110887172102013611012611001389087:00 PM33210036521500221537220074211300251577:15 PM3345004233500111430240368252300301517:30 PM14440049224008730210058114400191347:45 PM33330039237001211281400539420015119Hourly Total101431300166121031005347125810325366111200895618:00 PM1271002933602121628230067191300231318:15 PM12220025581600291518150048118200211238:30 PM230400361131000249202200516200081198:45 PM33300036235001093618006317330023132Hourly Total711270012611273702754910278002295314800755059:00 PM223500301560012634180058116200191199:15 PM225400313050085231300417120010909:30 PM22330028210003591000247320012679:45 PM121100232110045301200471011001286Hourly Total7921300112871200272196530017035117005336210:00 PM21820022234009437120053120000129610:15 PM1243002810200332915004792000118910:30 PM02220024042006430700412110047510:45 PM19100110000101104001532000531Hourly Total4738008537801181210638001562651003229111:00 PM114100160120133151000283000035011:15 PM12660033010001510600214010056011:30 PM114000150110022161300312100035111:45 PM062008022004082001011000224Hourly Total360900720550110104931009010210013185Grand Total5668216876021965876461819720573354193784753225046136373275730553011455831207Approach %5.985.19.10.0--22.818.458.80.0--14.262.123.60.0--71.916.012.10.0---Total %1.826.32.80.0-30.92.42.06.30.0-10.76.227.210.30.0-43.710.52.31.80.0-14.6-Page 333 of 876 Lights54576107890-894465859819030-31591870785931660-1289532286985400-446629464% Lights96.392.690.1--92.686.196.896.5--94.296.592.798.2--94.698.695.697.6--98.094.4Mediums14243410-2987820580-15661276540-3914623100-79924% Mediums2.53.04.7--3.110.23.22.9--4.73.13.31.7--2.91.43.21.8--1.73.0Articulated Trucks7363460-416280110-39634050-3511930-13819% ArticulatedTrucks1.24.45.3--4.33.70.00.6--1.20.34.00.2--2.60.01.20.5--0.32.6Pedestrians----21-----57-----46-----11--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 334 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 711/17/2015 12:00 AMEnding At11/19/2015 12:00 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal90578944180013642986623714167870009792965819450545761078900142434100736346000000215668216876021RTLUP3543 0 61 125 3357 Out 3354 0 39 156 3159 In 6897 0 100 281 6516 Total North Street [E] R 764 0 28 78 658 T 618 0 0 20 598 L 1972 0 11 58 1903 U 0 0 0 0 0 P 57 57 0 0 0 127411289525636347391738375351726000134631363727100OutInTotalBroadway Street [S]ULTRP031667859187000542766100534060000046032258475193746North Street [W]Total87751672508967In4466791304558Out430988120440900000U5401030553L6982390730T322846103275R0001111PTurning Movement Data PlotPage 335 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 8Turning Movement Peak Hour Data (8:00 AM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total8:00 AM5511200686824003812751800105336700462578:15 AM45350062621100191060130083318400432078:30 AM359700698290119955270091487400592388:45 AM277500841062001361068330011144760057288Total14240290028330186402112412589100390156282100205990Approach %4.984.810.20.0--26.816.157.10.0--10.566.223.30.0--76.113.710.20.0---Total %1.424.22.90.0-28.63.01.86.50.0-11.34.126.19.20.0-39.415.82.82.10.0-20.7-PHF0.7000.7790.6040.000-0.8420.7500.5630.6670.000-0.7370.8540.8600.6890.000-0.8780.8130.8750.7500.000-0.8690.859Lights12211260-2493017610-10838230870-35515024200-194906% Lights85.787.989.7--88.0100.094.495.3--96.492.789.195.6--91.096.285.795.2--94.691.5Mediums21220-160130-431040-176210-946% Mediums14.35.06.9--5.70.05.64.7--3.67.33.94.4--4.43.87.14.8--4.44.6Articulated Trucks01710-180000-001800-180200-238% ArticulatedTrucks0.07.13.4--6.40.00.00.0--0.00.07.00.0--4.60.07.10.0--1.03.8Pedestrians----0-----2-----0-----0--% Pedestrians----------100.0--------------Page 336 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 9Peak Hour Data11/17/2015 8:00 AMEnding At11/17/2015 9:00 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal28024952911162718183600030928359212211260021220001710000000142402900RTLUP98 0 3 7 88 Out 112 0 0 4 108 In 210 0 3 11 196 Total North Street [E] R 30 0 0 0 30 T 18 0 0 1 17 L 64 0 0 3 61 U 0 0 0 0 0 P 2 2 0 0 0 422355777211738171835000460390850OutInTotalBroadway Street [S]ULTRP08723038004103000180000000091258410North Street [W]Total3101620328In194920205Out11670012300000U2010021L2422028T150600156R00000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 337 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 10Turning Movement Peak Hour Data (4:15 PM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total4:15 PM1492130011979230039208838011463410800523564:30 PM88912001097816013122963601154318900483424:45 PM149390011678180033248532021412810700453355:00 PM1088100310861322044131865201169321070149367Total4636244034522738790514497355158056101253831011941400Approach %10.280.19.70.0--18.826.454.90.0--15.958.225.90.0--64.419.616.00.0---Total %3.325.93.10.0-32.31.92.75.60.0-10.36.925.411.30.0-43.68.92.72.20.0-13.9-PHF0.8210.9730.8460.000-0.9500.9640.7310.8590.000-0.8780.7820.9240.7600.000-0.9020.9190.9500.8610.000-0.9330.954Lights46350420-4382737790-143963381570-59112438300-1921364% Lights100.096.795.5--96.9100.097.4100.0--99.399.095.299.4--96.999.2100.096.8--99.097.4Mediums0610-70100-11710-91010-219% Mediums0.01.72.3--1.50.02.60.0--0.71.02.00.6--1.50.80.03.2--1.01.4Articulated Trucks0610-70000-001000-100000-017% ArticulatedTrucks0.01.72.3--1.50.00.00.0--0.00.02.80.0--1.60.00.00.0--0.01.2Pedestrians----3-----5-----5-----1--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 338 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 11Peak Hour Data11/17/2015 4:15 PMEnding At11/17/2015 5:15 PMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal395438833871510717000413452865463504200061000610000003463624403RTLUP179 0 1 2 176 Out 144 0 0 1 143 In 323 0 1 3 319 Total North Street [E] R 27 0 0 0 27 T 38 0 0 1 37 L 79 0 0 0 79 U 0 0 0 0 0 P 5 5 0 0 0 55359111447916610160005666101176OutInTotalBroadway Street [S]ULTRP015733896001710001000000050158355975North Street [W]Total432400436In192200194Out24020024200000U3010031L3800038T124100125R00011PTurning Movement Peak Hour Data Plot (4:15 PM)Page 339 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 12Turning Movement Peak Hour Data (8:15 AM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total8:15 AM254500611041100251448200082287500402088:30 AM56490078732000301448200082306600422328:45 AM66612008471019003613523802103558800712949:00 AM26220066632000291780180011527490040250Total15246280028930207000120582289602382140252800193984Approach %5.285.19.70.0--25.016.758.30.0--15.259.725.10.0--72.513.014.50.0---Total %1.525.02.80.0-29.43.02.07.10.0-12.25.923.29.80.0-38.814.22.52.80.0-19.6-PHF0.6250.9320.5830.000-0.8600.7500.5000.8750.000-0.8330.8530.7130.6320.000-0.8300.6360.7810.7780.000-0.6800.837Lights12213210-2462017680-10558214930-36513523280-186902% Lights80.086.675.0--85.166.785.097.1--87.5100.093.996.9--95.596.492.0100.0--96.491.7Mediums21540-219320-140530-85100-649% Mediums13.36.114.3--7.330.015.02.9--11.70.02.23.1--2.13.64.00.0--3.15.0Articulated Trucks11830-221000-10900-90100-133% ArticulatedTrucks6.77.310.7--7.63.30.00.0--0.80.03.90.0--2.40.04.00.0--0.53.4Pedestrians----0-----0-----2-----0--% Pedestrians----------------100.0--------Page 340 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 13Peak Hour Data11/18/2015 8:15 AMEnding At11/18/2015 9:15 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal26224650814213510223200028628957512213210021540011830000000152462800RTLUP111 0 4 5 102 Out 120 0 1 14 105 In 231 0 5 19 207 Total North Street [E] R 30 0 1 9 20 T 20 0 0 3 17 L 70 0 0 2 68 U 0 0 0 0 0 P 0 0 0 0 0 4163657812283018927000456382838OutInTotalBroadway Street [S]ULTRP093214580035000090000002096228582North Street [W]Total3081420324In186610193Out12281013100000U2800028L2311025T135500140R00000PTurning Movement Peak Hour Data Plot (8:15 AM)Page 341 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 14Turning Movement Peak Hour Data (4:30 PM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total4:30 PM5921801115118230042209242001543211400473584:45 PM1210010021221714220053278728001422716400473645:00 PM101161500141916190044237629001282812700473605:15 PM81091300130881300291874350012731670044330Total3541756035084546770016888329134005511184522001851412Approach %6.982.111.00.0--26.827.445.80.0--16.059.724.30.0--63.824.311.90.0---Total %2.529.54.00.0-36.03.23.35.50.0-11.96.223.39.50.0-39.08.43.21.60.0-13.1-PHF0.7290.8990.7780.000-0.9010.6620.7190.8370.000-0.7920.8150.8940.7980.000-0.8940.9220.7030.7860.000-0.9840.970Lights35398550-4884346770-166883141340-53611843220-1831373% Lights100.095.498.2--96.195.6100.0100.0--98.8100.095.4100.0--97.3100.095.6100.0--98.997.2Mediums0600-62000-20900-90200-219% Mediums0.01.40.0--1.24.40.00.0--1.20.02.70.0--1.60.04.40.0--1.11.3Articulated Trucks01310-140000-00600-60000-020% ArticulatedTrucks0.03.11.8--2.80.00.00.0--0.00.01.80.0--1.10.00.00.0--0.01.4Pedestrians----3-----0-----0-----0--% Pedestrians----100.0--------------------Page 342 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 15Peak Hour Data11/18/2015 4:30 PMEnding At11/18/2015 5:30 PMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal37948886711617614200003965089043539855000600001310000003354175603RTLUP189 0 1 2 186 Out 168 0 0 2 166 In 357 0 1 4 352 Total North Street [E] R 45 0 0 2 43 T 46 0 0 0 46 L 77 0 0 0 77 U 0 0 0 0 0 P 0 0 0 0 0 59353611296915136190006125511163OutInTotalBroadway Street [S]ULTRP01343148800090000600000000134329880North Street [W]Total398200400In183200185Out21500021500000U2200022L4320045T118000118R00000PTurning Movement Peak Hour Data Plot (4:30 PM)Page 343 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 16Page 344 of 876 Page 345 of 876 Page 346 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix C Existing Traffic Operations Reports Page 347 of 876 Lanes, Volumes, Timings Existing AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 125 143 72 91 60 77 223 76 56 233 11Future Volume (vph) 24 125 143 72 91 60 77 223 76 56 233 11Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.920 0.941 0.962 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1505 0 1614 1540 0 1614 2913 0 1385 3014 0Flt Permitted 0.653 0.303 0.566 0.555Satd. Flow (perm) 1098 1505 0 515 1540 0 962 2913 0 809 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 67 46 66 7Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 26 136 155 78 99 65 84 242 83 61 253 12Shared Lane Traffic (%)Lane Group Flow (vph) 26 291 0 78 164 0 84 325 0 61 265 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings Existing AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 15.8 15.8 25.3 23.3 37.2 31.5 36.4 29.6Actuated g/C Ratio 0.22 0.22 0.35 0.32 0.51 0.43 0.50 0.41v/c Ratio 0.11 0.77 0.29 0.31 0.15 0.25 0.14 0.22Control Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9LOS CDBBBBBBApproach Delay 35.6 16.4 12.9 15.7Approach LOS D B B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 73Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 19.8 Intersection LOS: BIntersection Capacity Utilization 62.2% ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 348 of 876 QueuesExisting AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 26 291 78 164 84 325 61 265v/c Ratio 0.11 0.77 0.29 0.31 0.15 0.25 0.14 0.22Control Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Length 50th (m) 3.1 31.2 7.5 12.1 5.9 13.8 4.3 13.7Queue Length 95th (m) 9.2 #64.4 15.9 25.8 13.0 23.8 10.2 22.8Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 294 452 271 657 545 1296 452 1226Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.09 0.64 0.29 0.25 0.15 0.25 0.13 0.22Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings Existing AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 234 8 4 188761810136Future Volume (vph) 11 234 8 4 188761810136Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.994 0.929 0.897Flt Protected 0.950 0.950 0.980 0.989Satd. Flow (prot) 1662 1560 0 1662 1593 0 0 1403 0 0 1552 0Flt Permitted 0.950 0.950 0.980 0.989Satd. Flow (perm) 1662 1560 0 1662 1593 0 0 1403 0 0 1552 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 1225494204871911139Shared Lane Traffic (%)Lane Group Flow (vph) 12 263 0 4 212 0 0 17 0 0 51 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15Page 349 of 876 HCM 6th TWSC Existing AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1123484188761810136Future Vol, veh/h 11 234 8 4 188761810136Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 12 254 9 4 204871911139 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 212 0 0 264 0 0 520 504 260 504 504 208 Stage 1 - - - - - - 284 284 - 216 216 - Stage 2 - - - - - - 236 220 - 288 288 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1370 - - 1312 - - 421 473 784 482 473 837 Stage 1 - - - - - - 661 680 - 791 728 - Stage 2 - - - - - - 703 725 - 724 677 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1370 - - 1311 - - 397 467 783 471 467 837Mov Cap-2 Maneuver - - - - - - 397 467 - 471 467 - Stage 1 - - - - - - 654 673 - 784 726 - Stage 2 - - - - - - 667 723 - 709 670 - Approach EB WB NB SBHCM Control Delay, s 0.3 0.2 11.8 10.5HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 546 1370 - - 1311 - - 708HCM Lane V/C Ratio 0.03 0.009 - - 0.003 - - 0.072HCM Control Delay (s) 11.8 7.7 - - 7.8 - - 10.5HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2Lanes, Volumes, Timings Existing AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 3 245 190 4 12 8Future Volume (vph) 3 245 190 4 12 8Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.945Flt Protected 0.950 0.971Satd. Flow (prot) 1250 1577 1625 0 1333 0Flt Permitted 0.950 0.971Satd. Flow (perm) 1250 1577 1625 0 1333 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 3 266 207 4 13 9Shared Lane Traffic (%)Lane Group Flow (vph) 3 266 211 0 22 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15Page 350 of 876 HCM 6th TWSC Existing AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 3 245 190 4 12 8Future Vol, veh/h 3 245 190 4 12 8Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 3 266 207 4 13 9 Major/Minor Major1 Major2 Minor2Conflicting Flow All 211 0 - 0 481 209 Stage 1 - - - - 209 - Stage 2 - - - - 272 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 1195 - - - 548 724 Stage 1 - - - - 831 - Stage 2 - - - - 778 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1195 - - - 546 724Mov Cap-2 Maneuver - - - - 546 - Stage 1 - - - - 829 - Stage 2 - - - - 778 - Approach EB WB SBHCM Control Delay, s 0.1 0 11.2HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1195 - - - 606HCM Lane V/C Ratio 0.003 - - - 0.036HCM Control Delay (s) 8 - - - 11.2HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.1Lanes, Volumes, Timings Existing AM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 232 9 8 170 9 5Future Volume (vph) 232 9 8 170 9 5Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.955Flt Protected 0.998 0.968Satd. Flow (prot) 1588 0 0 1623 1507 0Flt Permitted 0.998 0.968Satd. Flow (perm) 1588 0 0 1623 1507 0Link Speed (k/h) 60 60 60Link Distance (m) 452.9 645.8 109.2Travel Time (s) 27.2 38.7 6.6Confl. Peds. (#/hr) 2 2 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 0% 0% 8% 11% 0%Adj. Flow (vph) 252 10 9 185 10 5Shared Lane Traffic (%)Lane Group Flow (vph) 262 0 0 194 15 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 26.8% ICU Level of Service AAnalysis Period (min) 15Page 351 of 876 HCM 6th TWSC Existing AM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 232 9 8 170 9 5Future Vol, veh/h 232 9 8 170 9 5Conflicting Peds, #/hr 022010Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 10 0 0 8 11 0Mvmt Flow 252 10 9 185 10 5 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 264 0 463 259 Stage 1 - - - - 259 - Stage 2 - - - - 204 -Critical Hdwy - - 4.1 - 6.51 6.2Critical Hdwy Stg 1 - - - - 5.51 -Critical Hdwy Stg 2 - - - - 5.51 -Follow-up Hdwy - - 2.2 - 3.599 3.3Pot Cap-1 Maneuver - - 1312 - 541 785 Stage 1 - - - - 764 - Stage 2 - - - - 809 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1310 - 535 784Mov Cap-2 Maneuver - - - - 535 - Stage 1 - - - - 762 - Stage 2 - - - - 802 - Approach EB WB NBHCM Control Delay, s 0 0.3 11.1HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 603 - - 1310 -HCM Lane V/C Ratio 0.025 - - 0.007 -HCM Control Delay (s) 11.1 - - 7.8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 -Lanes, Volumes, Timings Existing AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 6 83 144 70 67 4 105 59 41 3 56 17Future Volume (vph) 6 83 144 70 67 4 105 59 41 3 56 17Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.905 0.992 0.938 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1454 0 1614 1600 0 1614 1477 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1454 0 1614 1600 0 1614 1477 0 0 1637 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 7 90 157 76 73 4 114 64 45 3 61 18Shared Lane Traffic (%)Lane Group Flow (vph) 7 247 0 76 77 0 114 109 0 0 64 18Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.5% ICU Level of Service AAnalysis Period (min) 15Page 352 of 876 HCM 6th AWSC Existing AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 10.2Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 6 83 144 70 67 4 105 59 41 3 56 17Future Vol, veh/h 6 83 144 70 67 4 105 59 41 3 56 17Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 7 90 157 76 73 4 114 64 45 3 61 18Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 10.9 9.6 10.1 9.1HCM LOSBABA Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, % 0% 59% 0% 37% 0% 94% 95% 0%Vol Right, % 0% 41% 0% 63% 0% 6% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 105 100 6 227 70 71 59 17LT Vol 105 0 6 0 70 0 3 0Through Vol 0 59 0 83 0 67 56 0RT Vol 0 41 0 144 0 4 0 17Lane Flow Rate 114 109 7 247 76 77 64 18Geometry Grp77777777Degree of Util (X) 0.2 0.171 0.012 0.356 0.132 0.125 0.107 0.028Departure Headway (Hd) 6.311 5.671 6.695 5.297 6.262 5.82 5.993 5.379Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 572 637 538 683 574 618 600 668Service Time 4.011 3.371 4.395 2.997 3.979 3.537 3.705 3.091HCM Lane V/C Ratio 0.199 0.171 0.013 0.362 0.132 0.125 0.107 0.027HCM Control Delay 10.6 9.5 9.5 10.9 9.9 9.4 9.4 8.2HCM Lane LOSBAABAAAAHCM 95th-tile Q 0.7 0.6 0 1.6 0.5 0.4 0.4 0.1Lanes, Volumes, Timings Existing AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)011015Future Volume (vph)011015Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.865 0.887Flt Protected 0.950 0.992Satd. Flow (prot) 1514 0 0 1662 1320 0Flt Permitted 0.950 0.992Satd. Flow (perm) 1514 0 0 1662 1320 0Link Speed (k/h) 60 60 60Link Distance (m) 63.5 204.9 219.1Travel Time (s) 3.8 12.3 13.1Confl. Peds. (#/hr) 2 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 20%Adj. Flow (vph) 011015Shared Lane Traffic (%)Lane Group Flow (vph)100160Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.6% ICU Level of Service AAnalysis Period (min) 15Page 353 of 876 HCM 6th TWSC Existing AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 7.3Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 011015Future Vol, veh/h 011015Conflicting Peds, #/hr 022002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0000020Mvmt Flow 011015 Major/Minor Major1 Major2 Minor1Conflicting Flow All 003055 Stage 1 - - - - 3 - Stage 2 - - - - 2 -Critical Hdwy - - 4.1 - 6.4 6.4Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.48Pot Cap-1 Maneuver - - 1632 - 1022 1028 Stage 1 - - - - 1025 - Stage 2 - - - - 1026 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1629 - 1019 1025Mov Cap-2 Maneuver - - - - 1019 - Stage 1 - - - - 1023 - Stage 2 - - - - 1025 - Approach EB WB NBHCM Control Delay, s 0 7.2 8.5HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1024 - - 1629 -HCM Lane V/C Ratio 0.006 - - 0.001 -HCM Control Delay (s) 8.5 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Lanes, Volumes, Timings Existing AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)416101Future Volume (vph)416101Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.973 0.865Flt Protected 0.958Satd. Flow (prot) 1703 0 0 1676 1514 0Flt Permitted 0.958Satd. Flow (perm) 1703 0 0 1676 1514 0Link Speed (k/h) 60 60 60Link Distance (m) 204.9 210.5 106.8Travel Time (s) 12.3 12.6 6.4Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 417101Shared Lane Traffic (%)Lane Group Flow (vph)500810Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.6% ICU Level of Service AAnalysis Period (min) 15Page 354 of 876 HCM 6th TWSC Existing AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 416101Future Vol, veh/h 416101Conflicting Peds, #/hr 011000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow 417101 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 6 0 21 6 Stage 1 - - - - 6 - Stage 2 - - - - 15 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1628 - 1001 1083 Stage 1 - - - - 1022 - Stage 2 - - - - 1013 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1627 - 996 1082Mov Cap-2 Maneuver - - - - 996 - Stage 1 - - - - 1021 - Stage 2 - - - - 1009 - Approach EB WB NBHCM Control Delay, s 0 6.2 8.3HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1082 - - 1627 -HCM Lane V/C Ratio 0.001 - - 0.004 -HCM Control Delay (s) 8.3 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Lanes, Volumes, Timings Existing PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 71 104 87 93 96 144 332 101 105 361 37Future Volume (vph) 26 71 104 87 93 96 144 332 101 105 361 37Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.911 0.924 0.965 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1494 0 1554 1518 0 1646 2984 0 1498 3101 0Flt Permitted 0.629 0.433 0.478 0.482Satd. Flow (perm) 1019 1494 0 708 1518 0 828 2984 0 759 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 87 73 56 15Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 28 77 113 95 101 104 157 361 110 114 392 40Shared Lane Traffic (%)Lane Group Flow (vph) 28 190 0 95 205 0 157 471 0 114 432 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 355 of 876 Lanes, Volumes, Timings Existing PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 12.1 12.1 21.9 19.8 38.2 31.2 37.1 28.9Actuated g/C Ratio 0.17 0.17 0.31 0.28 0.54 0.44 0.52 0.41v/c Ratio 0.16 0.58 0.33 0.43 0.31 0.35 0.25 0.34Control Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1LOS CCCBBBABApproach Delay 24.0 17.3 13.4 14.8Approach LOS C B B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 71.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.58Intersection Signal Delay: 15.9 Intersection LOS: BIntersection Capacity Utilization 64.9% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueuesExisting PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 190 95 205 157 471 114 432v/c Ratio 0.16 0.58 0.33 0.43 0.31 0.35 0.25 0.34Control Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Length 50th (m) 3.3 12.9 9.2 13.8 9.0 19.7 6.4 19.7Queue Length 95th (m) 9.8 31.3 19.0 29.9 21.1 35.7 16.2 34.8Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 273 465 288 666 513 1340 459 1268Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.10 0.41 0.33 0.31 0.31 0.35 0.25 0.34Intersection SummaryPage 356 of 876 Lanes, Volumes, Timings Existing PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 31 234 15 6 243 8 18 1 12 11 0 11Future Volume (vph) 31 234 15 6 243 8 18 1 12 11 0 11Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.991 0.995 0.948 0.932Flt Protected 0.950 0.950 0.971 0.976Satd. Flow (prot) 1614 1574 0 1662 1646 0 0 1611 0 0 1592 0Flt Permitted 0.950 0.950 0.971 0.976Satd. Flow (perm) 1614 1574 0 1662 1646 0 0 1611 0 0 1592 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 34 254 16 7 264 9 20 1 13 12 0 12Shared Lane Traffic (%)Lane Group Flow (vph) 34 270 0 7 273 0 0 34 0 0 24 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 31.1% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC Existing PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 31 234 15 6 243 8 18 1 12 11 0 11Future Vol, veh/h 31 234 15 6 243 8 18 1 12 11 0 11Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 34 254 16 7 264 9 20 1 13 12 0 12 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 273 0 0 270 0 0 619 617 262 620 621 269 Stage 1 - - - - - - 330 330 - 283 283 - Stage 2 - - - - - - 289 287 - 337 338 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1284 - - 1305 - - 404 408 782 403 406 775 Stage 1 - - - - - - 687 649 - 728 681 - Stage 2 - - - - - - 723 678 - 681 644 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1284 - - 1305 - - 388 395 782 386 393 775Mov Cap-2 Maneuver - - - - - - 388 395 - 386 393 - Stage 1 - - - - - - 669 632 - 709 678 - Stage 2 - - - - - - 708 675 - 651 627 - Approach EB WB NB SBHCM Control Delay, s 0.9 0.2 13 12.3HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 482 1284 - - 1305 - - 515HCM Lane V/C Ratio 0.07 0.026 - - 0.005 - - 0.046HCM Control Delay (s) 13 7.9 - - 7.8 - - 12.3HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.1Page 357 of 876 Lanes, Volumes, Timings Existing PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 13 236 256 16 8 7Future Volume (vph) 13 236 256 16 8 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.992 0.936Flt Protected 0.950 0.974Satd. Flow (prot) 1196 1577 1614 0 1139 0Flt Permitted 0.950 0.974Satd. Flow (perm) 1196 1577 1614 0 1139 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 14 257 278 17 9 8Shared Lane Traffic (%)Lane Group Flow (vph) 14 257 295 0 17 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.7% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC Existing PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 13 236 256 16 8 7Future Vol, veh/h 13 236 256 16 8 7Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 14 257 278 17 9 8 Major/Minor Major1 Major2 Minor2Conflicting Flow All 295 0 - 0 572 287 Stage 1 - - - - 287 - Stage 2 - - - - 285 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 1082 - - - 445 638 Stage 1 - - - - 712 - Stage 2 - - - - 713 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1082 - - - 439 638Mov Cap-2 Maneuver - - - - 439 - Stage 1 - - - - 703 - Stage 2 - - - - 713 - Approach EB WB SBHCM Control Delay, s 0.4 0 12.2HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1082 - - - 514HCM Lane V/C Ratio 0.013 - - - 0.032HCM Control Delay (s) 8.4 - - - 12.2HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.1Page 358 of 876 Lanes, Volumes, Timings Existing PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 221 6 5 251 16 10Future Volume (vph) 221 6 5 251 16 10Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.996 0.947Flt Protected 0.999 0.971Satd. Flow (prot) 1548 0 0 1621 1609 0Flt Permitted 0.999 0.971Satd. Flow (perm) 1548 0 0 1621 1609 0Link Speed (k/h) 60 60 60Link Distance (m) 452.9 645.8 109.2Travel Time (s) 27.2 38.7 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 13% 0% 0% 8% 0% 0%Adj. Flow (vph) 240 7 5 273 17 11Shared Lane Traffic (%)Lane Group Flow (vph) 247 0 0 278 28 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 28.7% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC Existing PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.7Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 221 6 5 251 16 10Future Vol, veh/h 221 6 5 251 16 10Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1300800Mvmt Flow 240 7 5 273 17 11 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 247 0 527 244 Stage 1 - - - - 244 - Stage 2 - - - - 283 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1331 - 515 800 Stage 1 - - - - 801 - Stage 2 - - - - 770 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1331 - 513 800Mov Cap-2 Maneuver - - - - 513 - Stage 1 - - - - 801 - Stage 2 - - - - 767 - Approach EB WB NBHCM Control Delay, s 0 0.2 11.4HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 595 - - 1331 -HCM Lane V/C Ratio 0.047 - - 0.004 -HCM Control Delay (s) 11.4 - - 7.7 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 -Page 359 of 876 Lanes, Volumes, Timings Existing PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 10 77 140 92 65 1 147 113 100 7 76 18Future Volume (vph) 10 77 140 92 65 1 147 113 100 7 76 18Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.903 0.998 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1504 0 1554 1649 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1504 0 1554 1649 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 11 84 152 100 71 1 160 123 109 8 83 20Shared Lane Traffic (%)Lane Group Flow (vph) 11 236 0 100 72 0 160 232 0 0 91 20Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.8% ICU Level of Service AAnalysis Period (min) 15HCM 6th AWSC Existing PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 11.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 77 140 92 65 1 147 113 100 7 76 18Future Vol, veh/h 10 77 140 92 65 1 147 113 100 7 76 18Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 11 84 152 100 71 1 160 123 109 8 83 20Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 2 2 2 2Conflicting Approach Left SB NB EB WBConflicting Lanes Left 2 2 2 2Conflicting Approach Right NB SB WB EBConflicting Lanes Right 2 2 2 2HCM Control Delay 12.2 10.8 11.7 10.1HCM LOSBBBB Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 8% 0%Vol Thru, % 0% 53% 0% 35% 0% 98% 92% 0%Vol Right, % 0% 47% 0% 65% 0% 2% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 147 213 10 217 92 66 83 18LT Vol 147 0 10 0 92 0 7 0Through Vol 0 113 0 77 0 65 76 0RT Vol 0 100 0 140 0 1 0 18Lane Flow Rate 160 232 11 236 100 72 90 20Geometry Grp77777777Degree of Util (X) 0.288 0.363 0.021 0.385 0.192 0.127 0.161 0.031Departure Headway (Hd) 6.499 5.644 6.885 5.869 6.926 6.39 6.416 5.731Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 553 637 520 613 518 560 558 623Service Time 4.239 3.383 4.628 3.611 4.675 4.139 4.168 3.482HCM Lane V/C Ratio 0.289 0.364 0.021 0.385 0.193 0.129 0.161 0.032HCM Control Delay 11.9 11.6 9.8 12.3 11.3 10.1 10.4 8.7HCM Lane LOSBBABBBBAHCM 95th-tile Q 1.2 1.7 0.1 1.8 0.7 0.4 0.6 0.1Page 360 of 876 Lanes, Volumes, Timings Existing PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)105021Future Volume (vph)105021Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.955Flt Protected 0.950 0.968Satd. Flow (prot) 1750 0 0 1385 1213 0Flt Permitted 0.950 0.968Satd. Flow (perm) 1750 0 0 1385 1213 0Link Speed (k/h) 60 60 60Link Distance (m) 63.5 204.9 219.1Travel Time (s) 3.8 12.3 13.1Confl. Peds. (#/hr) 3 3 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 20% 0% 0% 100%Adj. Flow (vph) 105021Shared Lane Traffic (%)Lane Group Flow (vph)100530Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.2% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC Existing PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 7Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 105021Future Vol, veh/h 105021Conflicting Peds, #/hr 033002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 20 0 0 100Mvmt Flow 105021 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 4 0 14 6 Stage 1 - - - - 4 - Stage 2 - - - - 10 -Critical Hdwy - - 4.3 - 6.4 7.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.38 - 3.5 4.2Pot Cap-1 Maneuver - - 1507 - 1010 850 Stage 1 - - - - 1024 - Stage 2 - - - - 1018 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1503 - 1004 846Mov Cap-2 Maneuver - - - - 1004 - Stage 1 - - - - 1021 - Stage 2 - - - - 1015 - Approach EB WB NBHCM Control Delay, s 0 7.4 8.8HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 945 - - 1503 -HCM Lane V/C Ratio 0.003 - - 0.004 -HCM Control Delay (s) 8.8 - - 7.4 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 361 of 876 Lanes, Volumes, Timings Existing PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)115530Future Volume (vph)115530Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.932Flt Protected 0.976 0.950Satd. Flow (prot) 1087 0 0 1553 1662 0Flt Permitted 0.976 0.950Satd. Flow (perm) 1087 0 0 1553 1662 0Link Speed (k/h) 60 60 60Link Distance (m) 204.9 210.5 106.8Travel Time (s) 12.3 12.6 6.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 20% 0% 0%Adj. Flow (vph) 115530Shared Lane Traffic (%)Lane Group Flow (vph) 2 0 0 10 3 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.1% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC Existing PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 115530Future Vol, veh/h 115530Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 20 0 0Mvmt Flow 115530 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 2 0 17 2 Stage 1 - - - - 2 - Stage 2 - - - - 15 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1634 - 1006 1088 Stage 1 - - - - 1026 - Stage 2 - - - - 1013 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1634 - 1003 1088Mov Cap-2 Maneuver - - - - 1003 - Stage 1 - - - - 1026 - Stage 2 - - - - 1010 - Approach EB WB NBHCM Control Delay, s 0 3.6 8.6HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1003 - - 1634 -HCM Lane V/C Ratio 0.003 - - 0.003 -HCM Control Delay (s) 8.6 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 362 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix D Background Development Traffic Volumes Page 363 of 876 Background Development Traffic VolumesNorthcrest Subdivision Phase 2AM Peak HourAppendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E1414006310331 312227 27110433Vance Dr0Coulthard St0Tillson Ave6000001422 9000101000142500010034 34925 25625357 57011243382 82062024 6244401871000009953North St W0010252012597293Cranberry RdBroadway00Falcon RdBraun Ave10201871000Robin RdWoodcock Dr00000000000000000000000000000000000250102510251000Street A0000000Subject LandsRolling Meadows North SubdivisionPage 364 of 876 Appendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSBackground Development Traffic VolumesNorthcrest Subdivision Phase 2PM Peak HourStreet CBobolink DrNorth St ENorth St E1033001523Vance Dr0Coulthard St0Tillson Ave19 1915000001055 700072500336200072801025084 842262 62443848 48028172358 5804427017 4410 10 1001218300000673862 6255North St W002618143182217732Cranberry RdBroadway00Falcon RdBraun Ave26141350000Robin RdWoodcock Dr0000000000000000000000000000000000026182618Street A0000Subject LandsRolling Meadows North Subdivision2600000180Page 365 of 876 Background Development Traffic VolumesLindprop Subdivision Phase 1 and Phase 2 (2027)AM Peak HourAppendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E2717001045Vance Dr0Coulthard St0Tillson Ave63 6310000002740 6000271000174400042301010044 44044 44117105107 1070232745117 1170117927027 11722100572130000012610546 4640North St W001745034506619Cranberry RdBroadway00Falcon RdBraun Ave17018162000Robin RdWoodcock Dr0000000000000000000000000000000000000001700Subject LandsRolling Meadows North Subdivision00045017451745Street APage 366 of 876 Appendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSBackground Development Traffic VolumesLindprop Subdivision Phase 1 and Phase 2 (2027)PM Peak HourStreet CBobolink DrNorth St ENorth St E1846002831Vance Dr0Coulthard St0Tillson Ave42 42280000018107 4000182800461190001265028280119 1190119 119807278 78065183180 80080618018 806628038599000008472111 111107North St W00453109310181666Cranberry RdBroadway00Falcon RdBraun Ave45012110000Robin RdWoodcock Dr000000000000000000000000000000000000000000310453145314500Street ASubject LandsRolling Meadows North SubdivisionPage 367 of 876 Background Development Traffic VolumesLindprop Subdivision Full Build-Out (2032)AM Peak HourAppendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSStreet CBobolink DrNorth St ENorth St E4429001774Vance Dr0Coulthard St0Tillson Ave103 10317000004434 100004417014153800044001717038 38038 38968690 90040443796 960961544044 9644170933660000010108644 4434North St W0376150629087015Cranberry RdBroadway00Falcon RdBraun Ave43020179000Robin RdWoodcock Dr00000000000000000000000000000000000000062459Subject LandsRolling Meadows North Subdivision379638151443293074Street APage 368 of 876 Appendix DRolling Meadows North Subdivision, Tillsonburg TIS210717NTSBackground Development Traffic VolumesLindprop Subdivision Full Build-Out (2032)PM Peak HourStreet CBobolink DrNorth St ENorth St E3176004651Vance Dr0Coulthard St0Tillson Ave72 7246000003189 7000314603838990001010704646099 99099 99676071 710107312667 670671031031 6711 11 46065961500000776096 9689North St W02515100154802118510Cranberry RdBroadway00Falcon RdBraun Ave40014125000Robin RdWoodcock Dr000000000000000000000000000000000000000256598103840487550156040Street ASubject LandsRolling Meadows North SubdivisionPage 369 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix E 2027 Background Traffic Operations Reports Page 370 of 876 Lanes, Volumes, Timings 2027 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 158 158 157 151 136 85 246 115 89 257 12Future Volume (vph) 26 158 158 157 151 136 85 246 115 89 257 12Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.925 0.929 0.952 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1510 0 1614 1507 0 1614 2890 0 1385 3014 0Flt Permitted 0.571 0.242 0.573 0.520Satd. Flow (perm) 960 1510 0 411 1507 0 974 2890 0 758 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 59 64 108 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 28 172 172 171 164 148 92 267 125 97 279 13Shared Lane Traffic (%)Lane Group Flow (vph) 28 344 0 171 312 0 92 392 0 97 292 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.6 17.6 29.7 27.7 35.9 28.9 35.9 28.9Actuated g/C Ratio 0.23 0.23 0.39 0.36 0.47 0.38 0.47 0.38v/c Ratio 0.13 0.88 0.67 0.53 0.18 0.34 0.24 0.26Control Delay 25.8 49.2 32.9 19.6 11.2 14.0 12.1 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.8 49.2 32.9 19.6 11.2 14.0 12.1 18.0LOS CDCBBBBBApproach Delay 47.4 24.3 13.4 16.5Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.88Intersection Signal Delay: 24.5 Intersection LOS: CIntersection Capacity Utilization 71.3% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 371 of 876 Queues 2027 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 344 171 312 92 392 97 292v/c Ratio 0.13 0.88 0.67 0.53 0.18 0.34 0.24 0.26Control Delay 25.8 49.2 32.9 19.6 11.2 14.0 12.1 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.8 49.2 32.9 19.6 11.2 14.0 12.1 18.0Queue Length 50th (m) 3.4 41.9 17.4 28.7 6.8 15.8 7.3 15.8Queue Length 95th (m) 9.7 #87.0 #37.5 52.3 14.0 26.5 14.9 25.0Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 240 421 254 614 505 1157 403 1141Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.12 0.82 0.67 0.51 0.18 0.34 0.24 0.26Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2027 Background AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 327 8 4 387761810156Future Volume (vph) 20 327 8 4 387761810156Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.997 0.929 0.887Flt Protected 0.950 0.950 0.980 0.993Satd. Flow (prot) 1662 1560 0 1662 1599 0 0 1403 0 0 1541 0Flt Permitted 0.950 0.950 0.980 0.993Satd. Flow (perm) 1662 1560 0 1662 1599 0 0 1403 0 0 1541 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 2235594421871911161Shared Lane Traffic (%)Lane Group Flow (vph) 22 364 0 4 429 0 0 17 0 0 73 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 33.9% ICU Level of Service AAnalysis Period (min) 15Page 372 of 876 HCM 6th TWSC 2027 Background AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2032784387761810156Future Vol, veh/h 20 327 8 4 387761810156Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 22 355 9 4 421871911161 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 429 0 0 365 0 0 869 842 361 842 842 425 Stage 1 - - - - - - 405 405 - 433 433 - Stage 2 - - - - - - 464 437 - 409 409 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1141 - - 1205 - - 241 303 688 286 303 634 Stage 1 - - - - - - 565 602 - 605 585 - Stage 2 - - - - - - 523 583 - 623 600 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1141 - - 1204 - - 213 296 687 277 296 634Mov Cap-2 Maneuver - - - - - - 213 296 - 277 296 - Stage 1 - - - - - - 554 590 - 594 583 - Stage 2 - - - - - - 470 581 - 602 588 - Approach EB WB NB SBHCM Control Delay, s 0.5 0.1 15.9 13HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 347 1141 - - 1204 - - 524HCM Lane V/C Ratio 0.047 0.019 - - 0.004 - - 0.139HCM Control Delay (s) 15.9 8.2 - - 8 - - 13HCM Lane LOS C A - - A - - BHCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.5Lanes, Volumes, Timings 2027 Background AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 10 332 368 10 27 29Future Volume (vph) 10 332 368 10 27 29Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.996 0.929Flt Protected 0.950 0.977Satd. Flow (prot) 1250 1577 1622 0 1258 0Flt Permitted 0.950 0.977Satd. Flow (perm) 1250 1577 1622 0 1258 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 11 361 400 11 29 32Shared Lane Traffic (%)Lane Group Flow (vph) 11 361 411 0 61 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 31.9% ICU Level of Service AAnalysis Period (min) 15Page 373 of 876 HCM 6th TWSC 2027 Background AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.2Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 10 332 368 10 27 29Future Vol, veh/h 10 332 368 10 27 29Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 11 361 400 11 29 32 Major/Minor Major1 Major2 Minor2Conflicting Flow All 411 0 - 0 789 406 Stage 1 - - - - 406 - Stage 2 - - - - 383 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 999 - - - 362 553 Stage 1 - - - - 677 - Stage 2 - - - - 694 -Platoon blocked, % - - -Mov Cap-1 Maneuver 999 - - - 358 553Mov Cap-2 Maneuver - - - - 358 - Stage 1 - - - - 670 - Stage 2 - - - - 694 - Approach EB WB SBHCM Control Delay, s 0.3 0 14.5HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 999 - - - 438HCM Lane V/C Ratio 0.011 - - - 0.139HCM Control Delay (s) 8.6 - - - 14.5HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.5Lanes, Volumes, Timings 2027 Background AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 62 271 9 8 194 28 9 0 5 75 0 158Future Volume (vph) 62 271 9 8 194 28 9 0 5 75 0 158Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.981 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1588 0 1662 1604 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1588 0 1662 1604 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 67 295 10 9 211 30 10 0 5 82 0 172Shared Lane Traffic (%)Lane Group Flow (vph) 67 305 0 9 241 0 0 15 0 82 172 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 40.2% ICU Level of Service AAnalysis Period (min) 15Page 374 of 876 HCM 6th TWSC 2027 Background AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 62 271 9 8 194 28 9 0 5 75 0 158Future Vol, veh/h 62 271 9 8 194 28 9 0 5 75 0 158Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 67 295 10 9 211 30 10 0 5 82 0 172 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 241 0 0 307 0 0 767 695 302 681 685 227 Stage 1 - - - - - - 436 436 - 244 244 - Stage 2 - - - - - - 331 259 - 437 441 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1337 - - 1265 - - 308 368 742 367 373 817 Stage 1 - - - - - - 582 583 - 764 708 - Stage 2 - - - - - - 664 697 - 602 580 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1337 - - 1263 - - 232 346 741 349 351 816Mov Cap-2 Maneuver - - - - - - 232 346 - 349 351 - Stage 1 - - - - - - 552 553 - 726 703 - Stage 2 - - - - - - 520 692 - 568 550 - Approach EB WB NB SBHCM Control Delay, s 1.4 0.3 17.3 13.1HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 307 1337 - - 1263 - - 349 816HCM Lane V/C Ratio 0.05 0.05 - - 0.007 - - 0.234 0.21HCM Control Delay (s) 17.3 7.8 - - 7.9 - - 18.4 10.6HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.9 0.8Lanes, Volumes, Timings 2027 Background AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 19 129 200 77 88 4 132 65 45 3 62 23Future Volume (vph) 19 129 200 77 88 4 132 65 45 3 62 23Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.909 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1462 0 1614 1601 0 1614 1478 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1462 0 1614 1601 0 1614 1478 0 0 1637 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 21 140 217 84 96 4 143 71 49 3 67 25Shared Lane Traffic (%)Lane Group Flow (vph) 21 357 0 84 100 0 143 120 0 0 70 25Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 49.9% ICU Level of Service AAnalysis Period (min) 15Page 375 of 876 HCM 6th AWSC 2027 Background AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 12.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 129 200 77 88 4 132 65 45 3 62 23Future Vol, veh/h 19 129 200 77 88 4 132 65 45 3 62 23Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 21 140 217 84 96 4 143 71 49 3 67 25Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 14.8 10.5 11.4 10HCM LOSBBBA Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, % 0% 59% 0% 39% 0% 96% 95% 0%Vol Right, % 0% 41% 0% 61% 0% 4% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 132 110 19 329 77 92 65 23LT Vol 132 0 19 0 77 0 3 0Through Vol 0 65 0 129 0 88 62 0RT Vol 0 45 0 200 0 4 0 23Lane Flow Rate 143 120 21 358 84 100 71 25Geometry Grp77777777Degree of Util (X) 0.272 0.205 0.04 0.555 0.156 0.174 0.13 0.042Departure Headway (Hd) 6.82 6.178 6.972 5.589 6.703 6.269 6.607 5.992Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 527 580 514 644 534 571 541 596Service Time 4.567 3.925 4.713 3.33 4.453 4.018 4.364 3.748HCM Lane V/C Ratio 0.271 0.207 0.041 0.556 0.157 0.175 0.131 0.042HCM Control Delay 12.1 10.5 10 15.1 10.7 10.3 10.4 9HCM Lane LOS B B A CBBBAHCM 95th-tile Q 1.1 0.8 0.1 3.4 0.5 0.6 0.4 0.1Lanes, Volumes, Timings 2027 Background AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)011015Future Volume (vph)011015Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.865 0.887Flt Protected 0.950 0.992Satd. Flow (prot) 1514 0 0 1662 1320 0Flt Permitted 0.950 0.992Satd. Flow (perm) 1514 0 0 1662 1320 0Link Speed (k/h) 60 60 60Link Distance (m) 63.5 204.9 219.1Travel Time (s) 3.8 12.3 13.1Confl. Peds. (#/hr) 2 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 20%Adj. Flow (vph) 011015Shared Lane Traffic (%)Lane Group Flow (vph)100160Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.6% ICU Level of Service AAnalysis Period (min) 15Page 376 of 876 HCM 6th TWSC 2027 Background AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 7.3Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 011015Future Vol, veh/h 011015Conflicting Peds, #/hr 022002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0000020Mvmt Flow 011015 Major/Minor Major1 Major2 Minor1Conflicting Flow All 003055 Stage 1 - - - - 3 - Stage 2 - - - - 2 -Critical Hdwy - - 4.1 - 6.4 6.4Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.48Pot Cap-1 Maneuver - - 1632 - 1022 1028 Stage 1 - - - - 1025 - Stage 2 - - - - 1026 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1629 - 1019 1025Mov Cap-2 Maneuver - - - - 1019 - Stage 1 - - - - 1023 - Stage 2 - - - - 1025 - Approach EB WB NBHCM Control Delay, s 0 7.2 8.5HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1024 - - 1629 -HCM Lane V/C Ratio 0.006 - - 0.001 -HCM Control Delay (s) 8.5 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Lanes, Volumes, Timings 2027 Background AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)416101Future Volume (vph)416101Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.973 0.865Flt Protected 0.958Satd. Flow (prot) 1703 0 0 1676 1514 0Flt Permitted 0.958Satd. Flow (perm) 1703 0 0 1676 1514 0Link Speed (k/h) 60 60 60Link Distance (m) 204.9 210.5 106.8Travel Time (s) 12.3 12.6 6.4Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 417101Shared Lane Traffic (%)Lane Group Flow (vph)500810Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.6% ICU Level of Service AAnalysis Period (min) 15Page 377 of 876 HCM 6th TWSC 2027 Background AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 416101Future Vol, veh/h 416101Conflicting Peds, #/hr 011000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow 417101 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 6 0 21 6 Stage 1 - - - - 6 - Stage 2 - - - - 15 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1628 - 1001 1083 Stage 1 - - - - 1022 - Stage 2 - - - - 1013 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1627 - 996 1082Mov Cap-2 Maneuver - - - - 996 - Stage 1 - - - - 1021 - Stage 2 - - - - 1009 - Approach EB WB NBHCM Control Delay, s 0 6.2 8.3HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1082 - - 1627 -HCM Lane V/C Ratio 0.001 - - 0.004 -HCM Control Delay (s) 8.3 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Lanes, Volumes, Timings 2027 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 131 115 150 138 155 159 367 191 187 399 41Future Volume (vph) 29 131 115 150 138 155 159 367 191 187 399 41Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.930 0.921 0.949 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1506 0 1554 1511 0 1646 2927 0 1498 3101 0Flt Permitted 0.568 0.331 0.454 0.363Satd. Flow (perm) 920 1506 0 541 1511 0 787 2927 0 572 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 52 79 131 15Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 32 142 125 163 150 168 173 399 208 203 434 45Shared Lane Traffic (%)Lane Group Flow (vph) 32 267 0 163 318 0 173 607 0 203 479 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 378 of 876 Lanes, Volumes, Timings 2027 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 15.5 15.5 27.5 25.5 37.1 28.8 37.1 28.8Actuated g/C Ratio 0.20 0.20 0.36 0.33 0.48 0.38 0.48 0.38v/c Ratio 0.17 0.77 0.60 0.57 0.39 0.51 0.58 0.41Control Delay 27.1 39.0 27.7 19.9 13.2 16.6 19.2 18.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.1 39.0 27.7 19.9 13.2 16.6 19.2 18.9LOS CDCBBBBBApproach Delay 37.8 22.6 15.8 19.0Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76.6Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 21.2 Intersection LOS: CIntersection Capacity Utilization 76.4% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues 2027 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 267 163 318 173 607 203 479v/c Ratio 0.17 0.77 0.60 0.57 0.39 0.51 0.58 0.41Control Delay 27.1 39.0 27.7 19.9 13.2 16.6 19.2 18.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.1 39.0 27.7 19.9 13.2 16.6 19.2 18.9Queue Length 50th (m) 3.9 29.5 16.5 27.5 12.5 27.5 15.2 26.0Queue Length 95th (m) 10.9 #55.7 30.2 51.4 24.2 44.3 28.8 40.2Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 228 413 273 622 448 1181 349 1174Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.65 0.60 0.51 0.39 0.51 0.58 0.41Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 379 of 876 Lanes, Volumes, Timings 2027 Background PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 53 439 15 6 392 8 18 1 12 11 0 25Future Volume (vph) 53 439 15 6 392 8 18 1 12 11 0 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.997 0.948 0.907Flt Protected 0.950 0.950 0.971 0.985Satd. Flow (prot) 1614 1582 0 1662 1648 0 0 1611 0 0 1563 0Flt Permitted 0.950 0.950 0.971 0.985Satd. Flow (perm) 1614 1582 0 1662 1648 0 0 1611 0 0 1563 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 58 477 16 7 426 9 20 1 13 12 0 27Shared Lane Traffic (%)Lane Group Flow (vph) 58 493 0 7 435 0 0 34 0 0 39 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 42.9% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2027 Background PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 53 439 15 6 392 8 18 1 12 11 0 25Future Vol, veh/h 53 439 15 6 392 8 18 1 12 11 0 25Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 58 477 16 7 426 9 20 1 13 12 0 27 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 435 0 0 493 0 0 1059 1050 485 1053 1054 431 Stage 1 - - - - - - 601 601 - 445 445 - Stage 2 - - - - - - 458 449 - 608 609 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1119 - - 1081 - - 204 229 586 206 228 629 Stage 1 - - - - - - 491 493 - 596 578 - Stage 2 - - - - - - 587 576 - 486 488 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1119 - - 1081 - - 186 216 586 192 215 629Mov Cap-2 Maneuver - - - - - - 186 216 - 192 215 - Stage 1 - - - - - - 465 467 - 565 575 - Stage 2 - - - - - - 558 573 - 450 463 - Approach EB WB NB SBHCM Control Delay, s 0.9 0.1 21.3 15.8HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 254 1119 - - 1081 - - 371HCM Lane V/C Ratio 0.133 0.051 - - 0.006 - - 0.105HCM Control Delay (s) 21.3 8.4 - - 8.3 - - 15.8HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.5 0.2 - - 0 - - 0.4Page 380 of 876 Lanes, Volumes, Timings 2027 Background PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 32 423 393 32 19 21Future Volume (vph) 32 423 393 32 19 21Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.990 0.929Flt Protected 0.950 0.977Satd. Flow (prot) 1196 1577 1613 0 1121 0Flt Permitted 0.950 0.977Satd. Flow (perm) 1196 1577 1613 0 1121 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 35 460 427 35 21 23Shared Lane Traffic (%)Lane Group Flow (vph) 35 460 462 0 44 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 38.9% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2027 Background PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 32 423 393 32 19 21Future Vol, veh/h 32 423 393 32 19 21Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 35 460 427 35 21 23 Major/Minor Major1 Major2 Minor2Conflicting Flow All 462 0 - 0 975 445 Stage 1 - - - - 445 - Stage 2 - - - - 530 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 930 - - - 253 513 Stage 1 - - - - 600 - Stage 2 - - - - 546 -Platoon blocked, % - - -Mov Cap-1 Maneuver 930 - - - 243 513Mov Cap-2 Maneuver - - - - 243 - Stage 1 - - - - 577 - Stage 2 - - - - 546 - Approach EB WB SBHCM Control Delay, s 0.6 0 17.3HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 930 - - - 336HCM Lane V/C Ratio 0.037 - - - 0.129HCM Control Delay (s) 9 - - - 17.3HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.4Page 381 of 876 Lanes, Volumes, Timings 2027 Background PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 162 255 6 5 293 77 16 0 10 50 0 110Future Volume (vph) 162 255 6 5 293 77 16 0 10 50 0 110Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.996 0.969 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1547 0 1662 1595 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1547 0 1662 1595 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 176 277 7 5 318 84 17 0 11 54 0 120Shared Lane Traffic (%)Lane Group Flow (vph) 176 284 0 5 402 0 0 28 0 54 120 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 49.9% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2027 Background PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 162 255 6 5 293 77 16 0 10 50 0 110Future Vol, veh/h 162 255 6 5 293 77 16 0 10 50 0 110Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 176 277 7 5 318 84 17 0 11 54 0 120 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 402 0 0 284 0 0 1063 1045 281 1008 1006 360 Stage 1 - - - - - - 633 633 - 370 370 - Stage 2 - - - - - - 430 412 - 638 636 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1168 - - 1290 - - 203 231 763 221 243 689 Stage 1 - - - - - - 471 476 - 654 624 - Stage 2 - - - - - - 607 598 - 468 475 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1168 - - 1290 - - 148 195 763 192 206 689Mov Cap-2 Maneuver - - - - - - 148 195 - 192 206 - Stage 1 - - - - - - 400 404 - 555 622 - Stage 2 - - - - - - 500 596 - 392 403 - Approach EB WB NB SBHCM Control Delay, s 3.3 0.1 24.4 17.5HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 214 1168 - - 1290 - - 192 689HCM Lane V/C Ratio 0.132 0.151 - - 0.004 - - 0.283 0.174HCM Control Delay (s) 24.4 8.6 - - 7.8 - - 31 11.3HCM Lane LOS C A - - A - - D BHCM 95th %tile Q(veh) 0.4 0.5 - - 0 - - 1.1 0.6Page 382 of 876 Lanes, Volumes, Timings 2027 Background PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 19 110 183 102 110 1 205 125 110 8 84 32Future Volume (vph) 19 110 183 102 110 1 205 125 110 8 84 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.906 0.999 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1508 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1508 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 21 120 199 111 120 1 223 136 120 9 91 35Shared Lane Traffic (%)Lane Group Flow (vph) 21 319 0 111 121 0 223 256 0 0 100 35Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 53.6% ICU Level of Service AAnalysis Period (min) 15HCM 6th AWSC 2027 Background PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 14.8Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 110 183 102 110 1 205 125 110 8 84 32Future Vol, veh/h 19 110 183 102 110 1 205 125 110 8 84 32Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 21 120 199 111 120 1 223 136 120 9 91 35Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 2 2 2 2Conflicting Approach Left SB NB EB WBConflicting Lanes Left 2 2 2 2Conflicting Approach Right NB SB WB EBConflicting Lanes Right 2 2 2 2HCM Control Delay 17.5 12.4 14.9 11.5HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, % 0% 53% 0% 38% 0% 99% 91% 0%Vol Right, % 0% 47% 0% 62% 0% 1% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 205 235 19 293 102 111 92 32LT Vol 205 0 19 0 102 0 8 0Through Vol 0 125 0 110 0 110 84 0RT Vol 0 110 0 183 0 1 0 32Lane Flow Rate 223 255 21 318 111 121 100 35Geometry Grp77777777Degree of Util (X) 0.447 0.452 0.043 0.579 0.236 0.239 0.204 0.064Departure Headway (Hd) 7.225 6.365 7.55 6.543 7.675 7.14 7.347 6.654Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 501 567 476 554 469 503 489 538Service Time 4.942 4.081 5.269 4.262 5.412 4.877 5.088 4.395HCM Lane V/C Ratio 0.445 0.45 0.044 0.574 0.237 0.241 0.204 0.065HCM Control Delay 15.7 14.2 10.6 17.9 12.8 12.1 12 9.9HCM Lane LOS C B B CBBBAHCM 95th-tile Q 2.3 2.3 0.1 3.7 0.9 0.9 0.8 0.2Page 383 of 876 Lanes, Volumes, Timings 2027 Background PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)105021Future Volume (vph)105021Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.955Flt Protected 0.950 0.968Satd. Flow (prot) 1750 0 0 1385 1213 0Flt Permitted 0.950 0.968Satd. Flow (perm) 1750 0 0 1385 1213 0Link Speed (k/h) 60 60 60Link Distance (m) 63.5 204.9 219.1Travel Time (s) 3.8 12.3 13.1Confl. Peds. (#/hr) 3 3 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 20% 0% 0% 100%Adj. Flow (vph) 105021Shared Lane Traffic (%)Lane Group Flow (vph)100530Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.2% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2027 Background PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 7Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 105021Future Vol, veh/h 105021Conflicting Peds, #/hr 033002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 20 0 0 100Mvmt Flow 105021 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 4 0 14 6 Stage 1 - - - - 4 - Stage 2 - - - - 10 -Critical Hdwy - - 4.3 - 6.4 7.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.38 - 3.5 4.2Pot Cap-1 Maneuver - - 1507 - 1010 850 Stage 1 - - - - 1024 - Stage 2 - - - - 1018 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1503 - 1004 846Mov Cap-2 Maneuver - - - - 1004 - Stage 1 - - - - 1021 - Stage 2 - - - - 1015 - Approach EB WB NBHCM Control Delay, s 0 7.4 8.8HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 945 - - 1503 -HCM Lane V/C Ratio 0.003 - - 0.004 -HCM Control Delay (s) 8.8 - - 7.4 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 384 of 876 Lanes, Volumes, Timings 2027 Background PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)115530Future Volume (vph)115530Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.932Flt Protected 0.976 0.950Satd. Flow (prot) 1087 0 0 1553 1662 0Flt Permitted 0.976 0.950Satd. Flow (perm) 1087 0 0 1553 1662 0Link Speed (k/h) 60 60 60Link Distance (m) 204.9 210.5 106.8Travel Time (s) 12.3 12.6 6.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 20% 0% 0%Adj. Flow (vph) 115530Shared Lane Traffic (%)Lane Group Flow (vph) 2 0 0 10 3 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.1% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2027 Background PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 115530Future Vol, veh/h 115530Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 20 0 0Mvmt Flow 115530 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 2 0 17 2 Stage 1 - - - - 2 - Stage 2 - - - - 15 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1634 - 1006 1088 Stage 1 - - - - 1026 - Stage 2 - - - - 1013 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1634 - 1003 1088Mov Cap-2 Maneuver - - - - 1003 - Stage 1 - - - - 1026 - Stage 2 - - - - 1010 - Approach EB WB NBHCM Control Delay, s 0 3.6 8.6HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1003 - - 1634 -HCM Lane V/C Ratio 0.003 - - 0.003 -HCM Control Delay (s) 8.6 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 385 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix F 2027 Total Traffic Operations Reports Page 386 of 876 Lanes, Volumes, Timings 2027 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 163 158 177 163 157 85 246 123 97 257 12Future Volume (vph) 26 163 158 177 163 157 85 246 123 97 257 12Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.926 0.926 0.950 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1511 0 1614 1499 0 1614 2886 0 1385 3014 0Flt Permitted 0.552 0.238 0.573 0.513Satd. Flow (perm) 928 1511 0 404 1499 0 974 2886 0 747 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 57 68 122 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 28 177 172 192 177 171 92 267 134 105 279 13Shared Lane Traffic (%)Lane Group Flow (vph) 28 349 0 192 348 0 92 401 0 105 292 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.8 17.8 29.8 27.8 35.8 28.9 35.8 28.9Actuated g/C Ratio 0.23 0.23 0.39 0.36 0.47 0.38 0.47 0.38v/c Ratio 0.13 0.89 0.76 0.59 0.18 0.35 0.26 0.26Control Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0LOS C D D C B B B BApproach Delay 49.1 28.0 13.1 16.5Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76.8Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.89Intersection Signal Delay: 25.8 Intersection LOS: CIntersection Capacity Utilization 73.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 387 of 876 Queues 2027 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 349 192 348 92 401 105 292v/c Ratio 0.13 0.89 0.76 0.59 0.18 0.35 0.26 0.26Control Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Length 50th (m) 3.4 43.2 19.8 33.6 6.8 15.5 7.9 15.8Queue Length 95th (m) 9.8 #89.4 #46.7 60.1 14.0 26.3 15.9 25.0Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 231 419 252 612 504 1162 398 1138Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.12 0.83 0.76 0.57 0.18 0.35 0.26 0.26Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2027 Total AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 35 333 8 4 403 14 6 1 8 27 1 93Future Volume (vph) 35 333 8 4 403 14 6 1 8 27 1 93Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.995 0.929 0.896Flt Protected 0.950 0.950 0.980 0.989Satd. Flow (prot) 1662 1560 0 1662 1595 0 0 1403 0 0 1551 0Flt Permitted 0.950 0.950 0.980 0.989Satd. Flow (perm) 1662 1560 0 1662 1595 0 0 1403 0 0 1551 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 38 362 9 4 438 15 7 1 9 29 1 101Shared Lane Traffic (%)Lane Group Flow (vph) 38 371 0 4 453 0 0 17 0 0 131 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 46.1% ICU Level of Service AAnalysis Period (min) 15Page 388 of 876 HCM 6th TWSC 2027 Total AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 35 333 8 4 403 14 6 1 8 27 1 93Future Vol, veh/h 35 333 8 4 403 14 6 1 8 27 1 93Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 38 362 9 4 438 15 7 1 9 29 1 101 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 453 0 0 372 0 0 949 905 368 902 902 446 Stage 1 - - - - - - 444 444 - 454 454 - Stage 2 - - - - - - 505 461 - 448 448 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1118 - - 1198 - - 212 278 682 261 280 617 Stage 1 - - - - - - 537 579 - 589 573 - Stage 2 - - - - - - 496 569 - 594 576 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1118 - - 1197 - - 172 267 681 250 269 617Mov Cap-2 Maneuver - - - - - - 172 267 - 250 269 - Stage 1 - - - - - - 518 559 - 569 571 - Stage 2 - - - - - - 413 567 - 565 556 - Approach EB WB NB SBHCM Control Delay, s 0.8 0.1 17.8 15.9HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 298 1118 - - 1197 - - 461HCM Lane V/C Ratio 0.055 0.034 - - 0.004 - - 0.285HCM Control Delay (s) 17.8 8.3 - - 8 - - 15.9HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.2Lanes, Volumes, Timings 2027 Total AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 16 349 375 15 38 45Future Volume (vph) 16 349 375 15 38 45Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.926Flt Protected 0.950 0.978Satd. Flow (prot) 1250 1577 1617 0 1246 0Flt Permitted 0.950 0.978Satd. Flow (perm) 1250 1577 1617 0 1246 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 17 379 408 16 41 49Shared Lane Traffic (%)Lane Group Flow (vph) 17 379 424 0 90 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.4% ICU Level of Service AAnalysis Period (min) 15Page 389 of 876 HCM 6th TWSC 2027 Total AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.7Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 16 349 375 15 38 45Future Vol, veh/h 16 349 375 15 38 45Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 17 379 408 16 41 49 Major/Minor Major1 Major2 Minor2Conflicting Flow All 424 0 - 0 829 416 Stage 1 - - - - 416 - Stage 2 - - - - 413 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 988 - - - 343 545 Stage 1 - - - - 670 - Stage 2 - - - - 672 -Platoon blocked, % - - -Mov Cap-1 Maneuver 988 - - - 337 545Mov Cap-2 Maneuver - - - - 337 - Stage 1 - - - - 659 - Stage 2 - - - - 672 - Approach EB WB SBHCM Control Delay, s 0.4 0 15.7HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 988 - - - 425HCM Lane V/C Ratio 0.018 - - - 0.212HCM Control Delay (s) 8.7 - - - 15.7HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.8Lanes, Volumes, Timings 2027 Total AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 62 299 9 8 206 28 9 0 5 75 0 158Future Volume (vph) 62 299 9 8 206 28 9 0 5 75 0 158Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.982 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1589 0 1662 1605 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1589 0 1662 1605 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 67 325 10 9 224 30 10 0 5 82 0 172Shared Lane Traffic (%)Lane Group Flow (vph) 67 335 0 9 254 0 0 15 0 82 172 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.8% ICU Level of Service AAnalysis Period (min) 15Page 390 of 876 HCM 6th TWSC 2027 Total AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 62 299 9 8 206 28 9 0 5 75 0 158Future Vol, veh/h 62 299 9 8 206 28 9 0 5 75 0 158Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 67 325 10 9 224 30 10 0 5 82 0 172 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 254 0 0 337 0 0 810 738 332 724 728 240 Stage 1 - - - - - - 466 466 - 257 257 - Stage 2 - - - - - - 344 272 - 467 471 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1323 - - 1234 - - 288 348 714 344 353 804 Stage 1 - - - - - - 560 566 - 752 699 - Stage 2 - - - - - - 653 688 - 580 563 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1323 - - 1232 - - 216 327 713 326 332 803Mov Cap-2 Maneuver - - - - - - 216 327 - 326 332 - Stage 1 - - - - - - 531 536 - 714 694 - Stage 2 - - - - - - 509 683 - 546 533 - Approach EB WB NB SBHCM Control Delay, s 1.3 0.3 18.2 13.6HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 288 1323 - - 1232 - - 326 803HCM Lane V/C Ratio 0.053 0.051 - - 0.007 - - 0.25 0.214HCM Control Delay (s) 18.2 7.9 - - 7.9 - - 19.7 10.7HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1 0.8Lanes, Volumes, Timings 2027 Total AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 23 141 212 77 93 4 137 65 45 3 62 25Future Volume (vph) 23 141 212 77 93 4 137 65 45 3 62 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.910 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1464 0 1614 1601 0 1614 1478 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1464 0 1614 1601 0 1614 1478 0 0 1637 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 25 153 230 84 101 4 149 71 49 3 67 27Shared Lane Traffic (%)Lane Group Flow (vph) 25 383 0 84 105 0 149 120 0 0 70 27Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.7% ICU Level of Service AAnalysis Period (min) 15Page 391 of 876 HCM 6th AWSC2027 Total AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionIntersection Delay, s/veh 13.2Intersection LOSBMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h23 141 212 77 93 4 137 65 45 3 62 25Future Vol, veh/h23 141 212 77 93 4 137 65 45 3 62 25Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, %33 7 10390312100724Mvmt Flow25 153 230 84 101 4 149 71 49 3 67 27Number of Lanes110110110011ApproachEBWBNBSBOpposing Approach WBEBSBNBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 16.2 10.7 11.7 10.1HCM LOSCBBBLaneNBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, %100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, %0% 59% 0% 40% 0% 96% 95% 0%Vol Right, %0% 41% 0% 60% 0% 4% 0% 100%Sign ControlStop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 137 110 23 353 77 97 65 25LT Vol137 0 23 0 77 0 3 0Through Vol0 65 0 141 0 93 62 0RT Vol0 45 0 212 0 4 0 25Lane Flow Rate149 120 25 384 84 105 71 27Geometry Grp77777777Degree of Util (X) 0.287 0.209 0.049 0.602 0.158 0.186 0.132 0.046Departure Headway (Hd)6.941 6.298 7.028 5.65 6.801 6.367 6.747 6.131Convergence, Y/NYes Yes Yes Yes Yes Yes Yes YesCap517 569 510 637 526 562 530 582Service Time4.69 4.047 4.769 3.391 4.553 4.119 4.509 3.893HCM Lane V/C Ratio0.288 0.211 0.049 0.603 0.16 0.187 0.134 0.046HCM Control Delay12.5 10.7 10.1 16.6 10.8 10.6 10.5 9.2HCM Lane LOSB B B CBBBAHCM 95th-tile Q1.2 0.8 0.2 4 0.6 0.7 0.5 0.12027 Total AMLanes, Volumes, Timings6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)00110012050490Future Volume (vph)00110012050490Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.865 0.976Flt Protected0.9500.998Satd. Flow (prot)0 1514 0 0 1662 0 0 1646 0 0 1750 0Flt Permitted0.9500.998Satd. Flow (perm)0 1514 0 0 1662 0 0 1646 0 0 1750 0Link Speed (k/h)60606060Link Distance (m)63.5204.9219.1125.8Travel Time (s)3.812.313.17.5Confl. Peds. (#/hr)2 22 2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0%Adj. Flow (vph) 00110012250530Shared Lane Traffic (%)Lane Group Flow (vph)01001002800530Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)0.00.00.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.6% ICU Level of Service AAnalysis Period (min) 15Page 392 of 876 2027 Total AMHCM 6th TWSC6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 0.1MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 00110012050490Future Vol, veh/h 00110012050490Conflicting Peds, #/hr 002200002200Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - ----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0000000020000Mvmt Flow00110012250530Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 00030032551850 Stage 1- - - - - - 3 3 - 2 2 - Stage 2------292-163-Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.4 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.48 3.5 4 3.3Pot Cap-1 Maneuver - - - 1632 - - 981 894 1028 1001 894 - Stage 1 - - - - - - 1025 897 - 1026 898 - Stage 2- - - - - - 993 898 - 1009 897 -Platoon blocked, %- -- -Mov Cap-1 Maneuver - - - 1629 - - - 891 1025 975 891 -Mov Cap-2 Maneuver - - -----891-975891- Stage 1- - - - - - 1023 895 - 1026 897 - Stage 2------933897-978895-ApproachEBWBNBSBHCM Control Delay, s 07.2HCM LOS--Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)- - - - 1629 - - -HCM Lane V/C Ratio----0.001---HCM Control Delay (s) - 0 - - 7.2 0 - -HCM Lane LOS - A - - A A - -HCM 95th %tile Q(veh)----0---Lanes, Volumes, Timings2027 Total AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)4 1 11 1 0 3Future Volume (vph)4 1 11 1 0 3Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.973 0.865Flt Protected0.956Satd. Flow (prot)1703 0 0 1673 1514 0Flt Permitted0.956Satd. Flow (perm)1703 0 0 1673 1514 0Link Speed (k/h)6060 60Link Distance (m) 204.9109.9 106.8Travel Time (s)12.36.6 6.4Confl. Peds. (#/hr)1 1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0%Adj. Flow (vph)4 1 12 1 0 3Shared Lane Traffic (%)Lane Group Flow (vph) 5 0 0 13 3 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.4% ICU Level of Service AAnalysis Period (min) 15Page 393 of 876 HCM 6th TWSC2027 Total AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 5.2MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 4 1 11 1 0 3Future Vol, veh/h 4 1 11 1 0 3Conflicting Peds, #/hr 011000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow4 1 12 1 0 3Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 6 0 31 6 Stage 1- - - - 6 - Stage 2- - - - 25 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1628 - 988 1083 Stage 1 - - - - 1022 - Stage 2- - - - 1003 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1627 - 980 1082Mov Cap-2 Maneuver - - - - 980 - Stage 1- - - - 1021 - Stage 2- - - - 996 -ApproachEB WB NBHCM Control Delay, s 0 6.6 8.3HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1082 - - 1627 -HCM Lane V/C Ratio 0.003 - - 0.007 -HCM Control Delay (s) 8.3 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -2027 Total AMLanes, Volumes, Timings 8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)2 5 7 11 27 5Future Volume (vph)2 5 7 11 27 5Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.919 0.980Flt Protected0.9860.959Satd. Flow (prot)0 1726 1608 0 1645 0Flt Permitted 0.986 0.959Satd. Flow (perm)0 1726 1608 0 1645 0Link Speed (k/h)60 6060Link Distance (m)109.9 100.5 120.9Travel Time (s)6.6 6.07.3Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0%Adj. Flow (vph)2 5 8 12 29 5Shared Lane Traffic (%)Lane Group Flow (vph) 0 7 20 0 34 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(m)0.0 0.03.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15Page 394 of 876 2027 Total AMHCM 6th TWSC8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 5.1MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 2 5 7 11 27 5Future Vol, veh/h 2 5 7 11 27 5Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow2 5 8 12 29 5Major/Minor Major1 Major2 Minor2Conflicting Flow All 20 0 - 0 23 14 Stage 1- - - - 14 - Stage 2- - - - 9 -Critical Hdwy 4.1 - - - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.2 - - - 3.5 3.3Pot Cap-1 Maneuver 1609 - - - 998 1072 Stage 1 - - - - 1014 - Stage 2- - - - 1019 -Platoon blocked, %- - -Mov Cap-1 Maneuver 1609 - - - 997 1072Mov Cap-2 Maneuver - - - - 997 - Stage 1- - - - 1013 - Stage 2- - - - 1019 -ApproachEB WB SBHCM Control Delay, s 2.1 0 8.7HCM LOS AMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)1609 - - - 1008HCM Lane V/C Ratio 0.001 - - - 0.035HCM Control Delay (s) 7.2 0 - - 8.7HCM Lane LOS A A - - AHCM 95th %tile Q(veh) 0 - - - 0.1Lanes, Volumes, Timings2027 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)29 144 115 164 147 168 159 367 212 207 399 41Future Volume (vph)29 144 115 164 147 168 159 367 212 207 399 41Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.00.0 40.00.0 110.080.0 50.095.0Storage Lanes10 10 11 11Taper Length (m)30.07.57.5100.0Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor0.991.000.991.00Frt0.9340.9200.9450.986Flt Protected0.9500.9500.9500.950Satd. Flow (prot)1539 1509 0 1554 1509 0 1646 2913 0 1498 3101 0Flt Permitted0.5550.3140.4520.347Satd. Flow (perm)899 1509 0 513 1509 0 783 2913 0 547 3101 0Right Turn on RedYesYesYesYesSatd. Flow (RTOR)478116015Link Speed (k/h)60606070Link Distance (m)290.3212.5263.2850.3Travel Time (s)17.412.815.843.7Confl. Peds. (#/hr)1 11 1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph)32 157 125 178 160 183 173 399 230 225 434 45Shared Lane Traffic (%)Lane Group Flow (vph) 32 282 0 178 343 0 173 629 0 225 479 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneYesYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Number of Detectors 1 21 21 21 2Detector Template Left ThruLeft ThruLeft ThruLeft ThruLeading Detector (m) 2.0 10.02.0 10.02.0 10.02.0 10.0Trailing Detector (m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Position(m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Size(m)2.0 0.62.0 0.62.0 0.62.0 0.6Detector 1 TypeCl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Delay (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 2 Position(m)9.49.49.49.4Detector 2 Size(m)0.60.60.60.6Detector 2 TypeCl+ExCl+ExCl+ExCl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 395 of 876 Lanes, Volumes, Timings2027 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn TypePerm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases87 45 21 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s)30.0 30.09.0 30.09.0 30.39.0 30.3Total Split (s)25.0 25.010.0 25.010.0 35.010.0 35.0Total Split (%)31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.06.0 19.06.0 28.76.0 28.7Yellow Time (s)4.5 4.53.0 4.53.0 5.03.0 5.0All-Red Time (s)1.5 1.51.0 1.51.0 1.31.0 1.3Lost Time Adjust (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Total Lost Time (s)6.0 6.04.0 6.04.0 6.34.0 6.3Lead/LagLag Lag LeadLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.02.5 3.02.5 4.02.5 4.0Recall ModeNone None None None None Max None MaxWalk Time (s)7.0 7.07.07.07.0Flash Dont Walk (s) 17.0 17.017.017.017.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 16.0 16.0 28.1 26.1 37.1 28.8 37.1 28.8Actuated g/C Ratio 0.21 0.210.36 0.340.48 0.370.48 0.37v/c Ratio0.17 0.810.67 0.610.39 0.530.67 0.41Control Delay27.0 42.531.9 21.013.4 16.224.3 19.2Queue Delay0.0 0.00.0 0.00.0 0.00.0 0.0Total Delay27.0 42.531.9 21.013.4 16.224.3 19.2LOSC DC CB BC BApproach Delay40.924.815.620.8Approach LOSDCBCIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 77.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.81Intersection Signal Delay: 22.6 Intersection LOS: CIntersection Capacity Utilization 78.9%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues2027 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 282 178 343 173 629 225 479v/c Ratio0.17 0.81 0.67 0.61 0.39 0.53 0.67 0.41Control Delay27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2Queue Delay0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2Queue Length 50th (m) 3.9 32.8 18.3 30.9 13.1 28.2 18.0 27.0Queue Length 95th (m) 10.9 #65.8 #35.8 56.5 24.2 44.3 #37.3 40.2Internal Link Dist (m)266.3 188.5 239.2 826.3Turn Bay Length (m) 30.040.0 110.050.0Base Capacity (vph) 221 407 267 618 443 1186 337 1165Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio0.14 0.69 0.67 0.56 0.39 0.53 0.67 0.41Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 396 of 876 Lanes, Volumes, Timings2027 Total PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)91 455 15 6 403 26 18 1 12 24 0 50Future Volume (vph)91 455 15 6 403 26 18 1 12 24 0 50Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.00.0 40.00.0 0.00.0 0.00.0Storage Lanes10 10 00 00Taper Length (m)7.57.57.57.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9950.9910.9480.909Flt Protected0.9500.9500.9710.984Satd. Flow (prot)1614 1582 0 1662 1642 0 0 1611 0 0 1565 0Flt Permitted0.9500.9500.9710.984Satd. Flow (perm)1614 1582 0 1662 1642 0 0 1611 0 0 1565 0Link Speed (k/h)60606060Link Distance (m)212.5251.4139.6184.2Travel Time (s)12.815.18.411.1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph)99 495 16 7 438 28 20 1 13 26 0 54Shared Lane Traffic (%)Lane Group Flow (vph) 99 511 0 7 466 0 0 34 0 0 80 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.60.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneYesYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 45.4%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2027 Total PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 2.9MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 91 455 15 6 403 26 18 1 12 24 0 50Future Vol, veh/h 91 455 15 6 403 26 18 1 12 24 0 50Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow99 495 16 7 438 28 20 1 13 26 0 54Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 466 0 0 511 0 0 1194 1181 503 1174 1175 452 Stage 1- - - - - - 701 701 - 466 466 - Stage 2- - - - - - 493 480 - 708 709 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1090 - - 1065 - - 165 192 573 170 193 612 Stage 1 - - - - - - 433 444 - 581 566 - Stage 2- - - - - - 562 558 - 429 440 -Platoon blocked, %- -- -Mov Cap-1 Maneuver 1090 - - 1065 - - 139 173 573 153 174 612Mov Cap-2 Maneuver - - - - - - 139 173 - 153 174 - Stage 1- - - - - - 394 404 - 528 562 - Stage 2- - - - - - 509 554 - 380 400 -ApproachEBWBNBSBHCM Control Delay, s 1.40.126.920.6HCM LOSDCMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)198 1090 - - 1065 - - 310HCM Lane V/C Ratio 0.17 0.091 - - 0.006 - - 0.259HCM Control Delay (s) 26.9 8.6 - - 8.4 - - 20.6HCM Lane LOS D A - - A - - CHCM 95th %tile Q(veh) 0.6 0.3 - - 0 - - 1Page 397 of 876 Lanes, Volumes, Timings2027 Total PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)48 436 411 44 27 32Future Volume (vph)48 436 411 44 27 32Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Storage Length (m) 40.00.0 0.0 0.0Storage Lanes10 1 0Taper Length (m)7.57.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.987 0.926Flt Protected0.9500.978Satd. Flow (prot)1196 1577 1611 0 1112 0Flt Permitted0.9500.978Satd. Flow (perm)1196 1577 1611 0 1112 0Link Speed (k/h)60 6060Link Distance (m)251.4 452.9 112.6Travel Time (s)15.1 27.26.8Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 52 474 447 48 29 35Shared Lane Traffic (%)Lane Group Flow (vph) 52 474 495 0 64 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m)3.6 3.63.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.5%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2027 Total PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 1.6MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 48 436 411 44 27 32Future Vol, veh/h 48 436 411 44 27 32Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow52 474 447 48 29 35Major/Minor Major1 Major2 Minor2Conflicting Flow All 495 0 - 0 1049 471 Stage 1- - - - 471 - Stage 2- - - - 578 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 902 - - - 228 495 Stage 1 - - - - 583 - Stage 2- - - - 518 -Platoon blocked, %- - -Mov Cap-1 Maneuver 902 - - - 215 495Mov Cap-2 Maneuver - - - - 215 - Stage 1- - - - 549 - Stage 2- - - - 518 -ApproachEB WB SBHCM Control Delay, s 0.9 0 19.6HCM LOS CMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)902 - - - 310HCM Lane V/C Ratio 0.058 - - - 0.207HCM Control Delay (s) 9.2 - - - 19.6HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.2 - - - 0.8Page 398 of 876 Lanes, Volumes, Timings2027 Total PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 162 276 6 5 323 77 16 0 10 50 0 110Future Volume (vph) 162 276 6 5 323 77 16 0 10 50 0 110Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.00.0 20.00.0 0.00.0 45.00.0Storage Lanes10 10 00 10Taper Length (m)50.050.07.530.0Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9970.9710.9470.850Flt Protected0.9500.9500.971 0.950Satd. Flow (prot)1662 1548 0 1662 1596 0 0 1609 0 1662 1488 0Flt Permitted0.9500.9500.971 0.950Satd. Flow (perm)1662 1548 0 1662 1596 0 0 1609 0 1662 1488 0Link Speed (k/h)60606060Link Distance (m)452.9645.8109.2167.7Travel Time (s)27.238.76.610.1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph)176 300 7 5 351 84 17 0 11 54 0 120Shared Lane Traffic (%)Lane Group Flow (vph) 176 307 0 5 435 0 0 28 0 54 120 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.6%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2027 Total PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 5MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 162 276 6 5 323 77 16 0 10 50 0 110Future Vol, veh/h 162 276 6 5 323 77 16 0 10 50 0 110Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow176 300 7 5 351 84 17 0 11 54 0 120Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 435 0 0 307 0 0 1119 1101 304 1064 1062 393 Stage 1- - - - - - 656 656 - 403 403 - Stage 2- - - - - - 463 445 - 661 659 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1135 - - 1265 - - 186 214 740 202 225 660 Stage 1 - - - - - - 458 465 - 628 603 - Stage 2- - - - - - 583 578 - 455 464 -Platoon blocked, %- -- -Mov Cap-1 Maneuver 1135 - - 1265 - - 134 180 740 175 189 660Mov Cap-2 Maneuver - - - - - - 134 180 - 175 189 - Stage 1- - - - - - 387 393 - 531 601 - Stage 2- - - - - - 475 576 - 379 392 -ApproachEBWBNBSBHCM Control Delay, s 3.20.126.418.9HCM LOSDCMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h)196 1135 - - 1265 - - 175 660HCM Lane V/C Ratio 0.144 0.155 - - 0.004 - - 0.311 0.181HCM Control Delay (s) 26.4 8.8 - - 7.9 - - 34.6 11.7HCM Lane LOS D A - - A - - D BHCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 1.2 0.7Page 399 of 876 Lanes, Volumes, Timings2027 Total PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)22 119 192 102 123 1 218 125 110 8 84 36Future Volume (vph)22 119 192 102 123 1 218 125 110 8 84 36Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.00.0 30.00.0 40.00.0 0.025.0Storage Lanes10 10 10 01Taper Length (m)55.040.030.07.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9070.9990.9300.850Flt Protected0.9500.9500.9500.996Satd. Flow (prot)1511 1510 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted0.9500.9500.9500.996Satd. Flow (perm)1511 1510 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h)60606060Link Distance (m)645.8208.9455.0402.6Travel Time (s)38.712.527.324.2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 24 129 209 111 134 1 237 136 120 9 91 39Shared Lane Traffic (%)Lane Group Flow (vph) 24 338 0 111 135 0 237 256 0 0 100 39Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlStopStopStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 55.5%ICU Level of Service BAnalysis Period (min) 15HCM 6th AWSC2027 Total PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionIntersection Delay, s/veh 15.8Intersection LOSCMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h22 119 192 102 123 1 218 125 110 8 84 36Future Vol, veh/h22 119 192 102 123 1 218 125 110 8 84 36Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, %1074760320046Mvmt Flow24 129 209 111 134 1 237 136 120 9 91 39Number of Lanes110110110011ApproachEBWBNBSBOpposing Approach WBEBSBNBOpposing Lanes2222Conflicting Approach Left SBNBEBWBConflicting Lanes Left2222Conflicting Approach Right NBSBWBEBConflicting Lanes Right 2222HCM Control Delay 19.312.915.811.7HCM LOSCBCBLaneNBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, %100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, %0% 53% 0% 38% 0% 99% 91% 0%Vol Right, %0% 47% 0% 62% 0% 1% 0% 100%Sign ControlStop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 218 235 22 311 102 124 92 36LT Vol218 0 22 0 102 0 8 0Through Vol0 125 0 119 0 123 84 0RT Vol0 110 0 192 0 1 0 36Lane Flow Rate237 255 24 338 111 135 100 39Geometry Grp77777777Degree of Util (X) 0.485 0.462 0.051 0.625 0.241 0.273 0.21 0.075Departure Headway (Hd)7.372 6.511 7.665 6.661 7.827 7.291 7.552 6.857Convergence, Y/NYes Yes Yes Yes Yes Yes Yes YesCap491 554 468 544 459 493 475 522Service Time5.107 4.246 5.401 4.397 5.568 5.032 5.296 4.602HCM Lane V/C Ratio0.483 0.46 0.051 0.621 0.242 0.274 0.211 0.075HCM Control Delay16.9 14.7 10.8 19.9 13 12.8 12.3 10.2HCM Lane LOSC B B CBBBBHCM 95th-tile Q2.6 2.4 0.2 4.3 0.9 1.1 0.8 0.2Page 400 of 876 2027 Total PMLanes, Volumes, Timings6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)01050025110340Future Volume (vph)01050025110340Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.998Flt Protected0.9500.998Satd. Flow (prot)0 1750 0 0 1385 0 0 1713 0 0 1750 0Flt Permitted0.9500.998Satd. Flow (perm)0 1750 0 0 1385 0 0 1713 0 0 1750 0Link Speed (k/h)60606060Link Distance (m)63.5204.9219.1125.8Travel Time (s)3.812.313.17.5Confl. Peds. (#/hr)3 32 2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 20% 0% 0% 0% 0% 100% 0% 0% 0%Adj. Flow (vph) 01050025510370Shared Lane Traffic (%)Lane Group Flow (vph)01005005800370Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)0.00.00.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 16.5% ICU Level of Service AAnalysis Period (min) 152027 Total PMHCM 6th TWSC6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 0.4MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 01050025110340Future Vol, veh/h 01050025110340Conflicting Peds, #/hr 003300002200Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - -------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 200000100000Mvmt Flow 01050025510370Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 0004003314641140 Stage 1------44-1010- Stage 2- - - - - - 29 10 - 31 4 -Critical Hdwy 4.1 - - 4.3 - - 7.1 6.5 7.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.38 - - 3.5 4 4.2 3.5 4 3.3Pot Cap-1 Maneuver - - - 1507 - - 979 884 850 968 884 - Stage 1 - - - - - - 1024 897 - 1016 891 - Stage 2- - - - - - 993 891 - 991 897 -Platoon blocked, %- -- -Mov Cap-1 Maneuver - - - 1503 - - - 879 846 917 879 -Mov Cap-2 Maneuver - - - - - - - 879 - 917 879 - Stage 1- - - - - - 1021 894 - 1016 888 - Stage 2- - - - - - 949 888 - 927 894 -ApproachEBWBNBSBHCM Control Delay, s 07.4HCM LOS--Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)- - - - 1503 - - -HCM Lane V/C Ratio- - - - 0.004 - - -HCM Control Delay (s) - 0 - - 7.4 0 - -HCM Lane LOS - A - - A A - -HCM 95th %tile Q(veh) - - - - 0 - - -Page 401 of 876 Lanes, Volumes, Timings2027 Total PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)119535Future Volume (vph)119535Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.9320.916Flt Protected0.968 0.982Satd. Flow (prot)1087 0 0 1588 1574 0Flt Permitted0.968 0.982Satd. Flow (perm)1087 0 0 1588 1574 0Link Speed (k/h)6060 60Link Distance (m) 204.9109.9 106.8Travel Time (s)12.36.6 6.4Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 20% 0% 0%Adj. Flow (vph)1 1 10 5 3 5Shared Lane Traffic (%)Lane Group Flow (vph) 2 0 0 15 8 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.5% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2027 Total PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 5.5MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 119535Future Vol, veh/h 119535Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 20 0 0Mvmt Flow1 1 10 5 3 5Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 2 0 27 2 Stage 1- - - - 2 - Stage 2- - - - 25 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1634 - 993 1088 Stage 1 - - - - 1026 - Stage 2- - - - 1003 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1634 - 987 1088Mov Cap-2 Maneuver - - - - 987 - Stage 1- - - - 1026 - Stage 2- - - - 997 -ApproachEB WB NBHCM Control Delay, s 0 4.6 8.5HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1048 - - 1634 -HCM Lane V/C Ratio 0.008 - - 0.006 -HCM Control Delay (s) 8.5 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 402 of 876 2027 Total PMLanes, Volumes, Timings 8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)5 1 10 28 19 4Future Volume (vph)5 1 10 28 19 4Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.901 0.978Flt Protected0.9600.960Satd. Flow (prot)0 1440 1536 0 1643 0Flt Permitted0.9600.960Satd. Flow (perm)0 1440 1536 0 1643 0Link Speed (k/h)60 6060Link Distance (m)109.9 100.4 120.9Travel Time (s)6.6 6.07.3Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 100% 10% 0% 0% 0%Adj. Flow (vph)5 1 11 30 21 4Shared Lane Traffic (%)Lane Group Flow (vph) 0 6 41 0 25 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(m)0.0 0.03.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.7% ICU Level of Service AAnalysis Period (min) 152027 Total PMHCM 6th TWSC8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 3.5MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 5 1 10 28 19 4Future Vol, veh/h 5 1 10 28 19 4Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 100 10 0 0 0Mvmt Flow5 1 11 30 21 4Major/Minor Major1 Major2 Minor2Conflicting Flow All 41 0 - 0 37 26 Stage 1- - - - 26 - Stage 2- - - - 11 -Critical Hdwy 4.1 - - - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.2 - - - 3.5 3.3Pot Cap-1 Maneuver 1581 - - - 981 1056 Stage 1 - - - - 1002 - Stage 2- - - - 1017 -Platoon blocked, %- - -Mov Cap-1 Maneuver 1581 - - - 978 1056Mov Cap-2 Maneuver - - - - 978 - Stage 1- - - - 999 - Stage 2- - - - 1017 -ApproachEB WB SBHCM Control Delay, s 6.1 0 8.7HCM LOS AMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)1581 - - - 991HCM Lane V/C Ratio 0.003 - - - 0.025HCM Control Delay (s) 7.3 0 - - 8.7HCM Lane LOS A A - - AHCM 95th %tile Q(veh) 0 - - - 0.1Page 403 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix G 2032 Background Traffic Operations Reports Page 404 of 876 Lanes, Volumes, Timings 2032 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 179 174 158 179 113 94 286 122 84 321 13Future Volume (vph) 29 179 174 158 179 113 94 286 122 84 321 13Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.926 0.942 0.955 0.994Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1511 0 1614 1544 0 1614 2897 0 1385 3015 0Flt Permitted 0.568 0.203 0.535 0.475Satd. Flow (perm) 955 1511 0 345 1544 0 909 2897 0 692 3015 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 57 45 92 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 32 195 189 172 195 123 102 311 133 91 349 14Shared Lane Traffic (%)Lane Group Flow (vph) 32 384 0 172 318 0 102 444 0 91 363 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2032 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 18.8 18.8 30.9 28.9 35.8 28.8 35.8 28.8Actuated g/C Ratio 0.24 0.24 0.40 0.37 0.46 0.37 0.46 0.37v/c Ratio 0.14 0.94 0.74 0.53 0.22 0.39 0.25 0.32Control Delay 26.0 59.5 38.7 20.7 11.6 15.9 12.2 18.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 59.5 38.7 20.7 11.6 15.9 12.2 18.9LOS C E D C B B B BApproach Delay 56.9 27.1 15.1 17.5Approach LOS E C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 77.8Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.94Intersection Signal Delay: 27.9 Intersection LOS: CIntersection Capacity Utilization 73.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 405 of 876 Queues 2032 Background AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 384 172 318 102 444 91 363v/c Ratio 0.14 0.94 0.74 0.53 0.22 0.39 0.25 0.32Control Delay 26.0 59.5 38.7 20.7 11.6 15.9 12.2 18.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.0 59.5 38.7 20.7 11.6 15.9 12.2 18.9Queue Length 50th (m) 3.9 49.9 17.5 32.0 7.6 20.2 6.8 20.4Queue Length 95th (m) 10.8 #102.6 #41.5 56.0 15.2 32.1 14.0 30.9Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 233 413 234 605 472 1130 372 1119Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.93 0.74 0.53 0.22 0.39 0.24 0.32Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2032 Background AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 20 348 8 4 387761810156Future Volume (vph) 20 348 8 4 387761810156Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.997 0.997 0.929 0.887Flt Protected 0.950 0.950 0.980 0.993Satd. Flow (prot) 1662 1562 0 1662 1599 0 0 1403 0 0 1541 0Flt Permitted 0.950 0.950 0.980 0.993Satd. Flow (perm) 1662 1562 0 1662 1599 0 0 1403 0 0 1541 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 2237894421871911161Shared Lane Traffic (%)Lane Group Flow (vph) 22 387 0 4 429 0 0 17 0 0 73 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 33.9% ICU Level of Service AAnalysis Period (min) 15Page 406 of 876 HCM 6th TWSC 2032 Background AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2034884387761810156Future Vol, veh/h 20 348 8 4 387761810156Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 22 378 9 4 421871911161 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 429 0 0 388 0 0 892 865 384 865 865 425 Stage 1 - - - - - - 428 428 - 433 433 - Stage 2 - - - - - - 464 437 - 432 432 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1141 - - 1182 - - 232 294 668 276 294 634 Stage 1 - - - - - - 549 588 - 605 585 - Stage 2 - - - - - - 523 583 - 606 586 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1141 - - 1181 - - 205 287 667 267 287 634Mov Cap-2 Maneuver - - - - - - 205 287 - 267 287 - Stage 1 - - - - - - 538 576 - 594 583 - Stage 2 - - - - - - 470 581 - 585 574 - Approach EB WB NB SBHCM Control Delay, s 0.4 0.1 16.3 13.1HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 335 1141 - - 1181 - - 518HCM Lane V/C Ratio 0.049 0.019 - - 0.004 - - 0.141HCM Control Delay (s) 16.3 8.2 - - 8.1 - - 13.1HCM Lane LOS C A - - A - - BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.5Lanes, Volumes, Timings 2032 Background AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 10 355 371 12 31 27Future Volume (vph) 10 355 371 12 31 27Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.996 0.938Flt Protected 0.950 0.974Satd. Flow (prot) 1250 1577 1620 0 1300 0Flt Permitted 0.950 0.974Satd. Flow (perm) 1250 1577 1620 0 1300 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 11 386 403 13 34 29Shared Lane Traffic (%)Lane Group Flow (vph) 11 386 416 0 63 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 32.3% ICU Level of Service AAnalysis Period (min) 15Page 407 of 876 HCM 6th TWSC 2032 Background AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.2Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 10 355 371 12 31 27Future Vol, veh/h 10 355 371 12 31 27Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 11 386 403 13 34 29 Major/Minor Major1 Major2 Minor2Conflicting Flow All 416 0 - 0 818 410 Stage 1 - - - - 410 - Stage 2 - - - - 408 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 995 - - - 348 550 Stage 1 - - - - 674 - Stage 2 - - - - 676 -Platoon blocked, % - - -Mov Cap-1 Maneuver 995 - - - 344 550Mov Cap-2 Maneuver - - - - 344 - Stage 1 - - - - 667 - Stage 2 - - - - 676 - Approach EB WB SBHCM Control Delay, s 0.2 0 15.2HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 995 - - - 417HCM Lane V/C Ratio 0.011 - - - 0.151HCM Control Delay (s) 8.7 - - - 15.2HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0 - - - 0.5Lanes, Volumes, Timings 2032 Background AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 56 302 9 8 215 43 9 0 5 111 0 139Future Volume (vph) 56 302 9 8 215 43 9 0 5 111 0 139Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.975 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1589 0 1662 1600 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1589 0 1662 1600 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 61 328 10 9 234 47 10 0 5 121 0 151Shared Lane Traffic (%)Lane Group Flow (vph) 61 338 0 9 281 0 0 15 0 121 151 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 40.8% ICU Level of Service AAnalysis Period (min) 15Page 408 of 876 HCM 6th TWSC 2032 Background AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 302 9 8 215 43 9 0 5 111 0 139Future Vol, veh/h 56 302 9 8 215 43 9 0 5 111 0 139Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 61 328 10 9 234 47 10 0 5 121 0 151 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 281 0 0 340 0 0 809 756 335 734 738 259 Stage 1 - - - - - - 457 457 - 276 276 - Stage 2 - - - - - - 352 299 - 458 462 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1293 - - 1230 - - 289 340 712 338 348 785 Stage 1 - - - - - - 566 571 - 735 685 - Stage 2 - - - - - - 647 670 - 587 568 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1293 - - 1228 - - 223 321 711 321 329 784Mov Cap-2 Maneuver - - - - - - 223 321 - 321 329 - Stage 1 - - - - - - 538 543 - 700 680 - Stage 2 - - - - - - 518 665 - 555 540 - Approach EB WB NB SBHCM Control Delay, s 1.2 0.2 17.9 16.1HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 295 1293 - - 1228 - - 321 784HCM Lane V/C Ratio 0.052 0.047 - - 0.007 - - 0.376 0.193HCM Control Delay (s) 17.9 7.9 - - 8 - - 22.8 10.7HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.7 0.7Lanes, Volumes, Timings 2032 Background AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 25 155 234 85 103 5 151 72 50 4 68 28Future Volume (vph) 25 155 234 85 103 5 151 72 50 4 68 28Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.910 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.997Satd. Flow (prot) 1250 1464 0 1614 1602 0 1614 1478 0 0 1636 1200Flt Permitted 0.950 0.950 0.950 0.997Satd. Flow (perm) 1250 1464 0 1614 1602 0 1614 1478 0 0 1636 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 27 168 254 92 112 5 164 78 54 4 74 30Shared Lane Traffic (%)Lane Group Flow (vph) 27 422 0 92 117 0 164 132 0 0 78 30Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 55.3% ICU Level of Service BAnalysis Period (min) 15Page 409 of 876 HCM 6th AWSC 2032 Background AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 15.3Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 25 155 234 85 103 5 151 72 50 4 68 28Future Vol, veh/h 25 155 234 85 103 5 151 72 50 4 68 28Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 27 168 254 92 112 5 164 78 54 4 74 30Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 20 11.3 12.6 10.7HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 6% 0%Vol Thru, % 0% 59% 0% 40% 0% 95% 94% 0%Vol Right, % 0% 41% 0% 60% 0% 5% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 151 122 25 389 85 108 72 28LT Vol 151 0 25 0 85 0 4 0Through Vol 0 72 0 155 0 103 68 0RT Vol 0 50 0 234 0 5 0 28Lane Flow Rate 164 133 27 423 92 117 78 30Geometry Grp77777777Degree of Util (X) 0.328 0.241 0.055 0.687 0.181 0.216 0.153 0.054Departure Headway (Hd) 7.188 6.543 7.232 5.851 7.057 6.619 7.059 6.437Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 499 546 494 617 506 540 505 552Service Time 4.959 4.314 4.993 3.611 4.833 4.394 4.848 4.224HCM Lane V/C Ratio 0.329 0.244 0.055 0.686 0.182 0.217 0.154 0.054HCM Control Delay 13.5 11.4 10.4 20.6 11.4 11.2 11.1 9.6HCM Lane LOS B B B CBBBAHCM 95th-tile Q 1.4 0.9 0.2 5.4 0.7 0.8 0.5 0.2Lanes, Volumes, Timings 2032 Background AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)011015Future Volume (vph)011015Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.865 0.887Flt Protected 0.950 0.992Satd. Flow (prot) 1514 0 0 1662 1320 0Flt Permitted 0.950 0.992Satd. Flow (perm) 1514 0 0 1662 1320 0Link Speed (k/h) 60 60 60Link Distance (m) 63.5 204.9 219.1Travel Time (s) 3.8 12.3 13.1Confl. Peds. (#/hr) 2 2 2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 20%Adj. Flow (vph) 011015Shared Lane Traffic (%)Lane Group Flow (vph)100160Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.6% ICU Level of Service AAnalysis Period (min) 15Page 410 of 876 HCM 6th TWSC 2032 Background AM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 7.3Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 011015Future Vol, veh/h 011015Conflicting Peds, #/hr 022002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0000020Mvmt Flow 011015 Major/Minor Major1 Major2 Minor1Conflicting Flow All 003055 Stage 1 - - - - 3 - Stage 2 - - - - 2 -Critical Hdwy - - 4.1 - 6.4 6.4Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.48Pot Cap-1 Maneuver - - 1632 - 1022 1028 Stage 1 - - - - 1025 - Stage 2 - - - - 1026 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1629 - 1019 1025Mov Cap-2 Maneuver - - - - 1019 - Stage 1 - - - - 1023 - Stage 2 - - - - 1025 - Approach EB WB NBHCM Control Delay, s 0 7.2 8.5HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 1024 - - 1629 -HCM Lane V/C Ratio 0.006 - - 0.001 -HCM Control Delay (s) 8.5 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Lanes, Volumes, Timings 2032 Background AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)416101Future Volume (vph)416101Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.973 0.865Flt Protected 0.958Satd. Flow (prot) 1703 0 0 1676 1514 0Flt Permitted 0.958Satd. Flow (perm) 1703 0 0 1676 1514 0Link Speed (k/h) 60 60 60Link Distance (m) 204.9 210.5 106.8Travel Time (s) 12.3 12.6 6.4Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 417101Shared Lane Traffic (%)Lane Group Flow (vph)500810Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 0.0 0.0 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.6% ICU Level of Service AAnalysis Period (min) 15Page 411 of 876 HCM 6th TWSC2032 Background AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 4MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 416101Future Vol, veh/h 416101Conflicting Peds, #/hr 011000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow417101Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 6 0 21 6 Stage 1- - - - 6 - Stage 2- - - - 15 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1628 - 1001 1083 Stage 1 - - - - 1022 - Stage 2- - - - 1013 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1627 - 996 1082Mov Cap-2 Maneuver - - - - 996 - Stage 1- - - - 1021 - Stage 2- - - - 1009 -ApproachEB WB NBHCM Control Delay, s 0 6.2 8.3HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1082 - - 1627 -HCM Lane V/C Ratio 0.001 - - 0.004 -HCM Control Delay (s) 8.3 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -2032 Background AMLanes, Volumes, Timings 9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph)37 59 414 14 24 381Future Volume (vph)37 59 414 14 24 381Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.917 0.995Flt Protected0.9810.997Satd. Flow (prot)1574 0 2990 0 0 1581Flt Permitted0.9810.997Satd. Flow (perm)1574 0 2990 0 0 1581Link Speed (k/h)607070Link Distance (m) 212.8 853.7128.2Travel Time (s)12.843.96.6Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 11% 0% 0% 11%Adj. Flow (vph)40 64 450 15 26 414Shared Lane Traffic (%)Lane Group Flow (vph) 104 0 465 0 0 440Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Right Left LeftMedian Width(m)3.63.63.6Link Offset(m)0.00.00.0Crosswalk Width(m) 4.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)25 1515 25Sign ControlStopFreeFreeIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 52.3% ICU Level of Service AAnalysis Period (min) 15Page 412 of 876 2032 Background AMHCM 6th TWSC9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 1.8Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 37 59 414 14 24 381Future Vol, veh/h 37 59 414 14 24 381Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 11 0 0 11Mvmt Flow40 64 450 15 26 414Major/Minor Minor1 Major1 Major2Conflicting Flow All 924 233 0 0 465 0 Stage 1 458 - - - - - Stage 2 466 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 286 775 - - 1107 - Stage 1 609 - - - - - Stage 2 636 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 277 775 - - 1107 -Mov Cap-2 Maneuver 277 - - - - - Stage 1 609 - - - - - Stage 2 616 - - - - -ApproachWB NB SBHCM Control Delay, s 15.2 0 0.5HCM LOS CMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h)- - 458 1107 -HCM Lane V/C Ratio- - 0.228 0.024 -HCM Control Delay (s) - - 15.2 8.3 0HCM Lane LOS - - C A AHCM 95th %tile Q(veh) - - 0.9 0.1 -Lanes, Volumes, Timings2032 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)32 158 127 155 161 145 176 443 194 169 465 45Future Volume (vph)32 158 127 155 161 145 176 443 194 169 465 45Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.00.0 40.00.0 110.080.0 50.095.0Storage Lanes10 10 11 11Taper Length (m)30.07.57.5100.0Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor0.991.000.991.00Frt0.9330.9290.9540.987Flt Protected0.9500.9500.9500.950Satd. Flow (prot)1539 1508 0 1554 1528 0 1646 2945 0 1498 3104 0Flt Permitted0.5600.2810.3950.304Satd. Flow (perm)907 1508 0 459 1528 0 684 2945 0 479 3104 0Right Turn on RedYesYesYesYesSatd. Flow (RTOR)47649614Link Speed (k/h)60606070Link Distance (m)290.3212.5263.2853.7Travel Time (s)17.412.815.843.9Confl. Peds. (#/hr)1 11 1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph)35 172 138 168 175 158 191 482 211 184 505 49Shared Lane Traffic (%)Lane Group Flow (vph) 35 310 0 168 333 0 191 693 0 184 554 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneYesYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Number of Detectors 1 21 21 21 2Detector Template Left ThruLeft ThruLeft ThruLeft ThruLeading Detector (m) 2.0 10.02.0 10.02.0 10.02.0 10.0Trailing Detector (m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Position(m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Size(m)2.0 0.62.0 0.62.0 0.62.0 0.6Detector 1 TypeCl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Delay (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 2 Position(m)9.49.49.49.4Detector 2 Size(m)0.60.60.60.6Detector 2 TypeCl+ExCl+ExCl+ExCl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 413 of 876 Lanes, Volumes, Timings2032 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn TypePerm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases87 45 21 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s)30.0 30.09.0 30.09.0 30.39.0 30.3Total Split (s)25.0 25.010.0 25.010.0 35.010.0 35.0Total Split (%)31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.06.0 19.06.0 28.76.0 28.7Yellow Time (s)4.5 4.53.0 4.53.0 5.03.0 5.0All-Red Time (s)1.5 1.51.0 1.51.0 1.31.0 1.3Lost Time Adjust (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Total Lost Time (s)6.0 6.04.0 6.04.0 6.34.0 6.3Lead/LagLag Lag LeadLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.02.5 3.02.5 4.02.5 4.0Recall ModeNone None None None None Max None MaxWalk Time (s)7.0 7.07.07.07.0Flash Dont Walk (s) 17.0 17.017.017.017.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.0 17.0 29.0 27.0 37.1 28.7 37.1 28.7Actuated g/C Ratio 0.22 0.220.37 0.350.48 0.370.48 0.37v/c Ratio0.18 0.850.66 0.580.48 0.610.60 0.48Control Delay27.0 47.432.0 21.315.7 20.121.3 20.6Queue Delay0.0 0.00.0 0.00.0 0.00.0 0.0Total Delay27.0 47.432.0 21.315.7 20.121.3 20.6LOSCDCCBCCCApproach Delay45.424.919.220.7Approach LOSDCBCIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 78.1Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.85Intersection Signal Delay: 24.5 Intersection LOS: CIntersection Capacity Utilization 76.0%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues2032 Background PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 35 310 168 333 191 693 184 554v/c Ratio0.18 0.85 0.66 0.58 0.48 0.61 0.60 0.48Control Delay27.0 47.4 32.0 21.3 15.7 20.1 21.3 20.6Queue Delay0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay27.0 47.4 32.0 21.3 15.7 20.1 21.3 20.6Queue Length 50th (m) 4.2 37.7 17.1 31.7 15.1 38.4 14.6 32.9Queue Length 95th (m) 11.6 #77.0 #34.7 56.7 26.7 55.9 #26.9 47.3Internal Link Dist (m)266.3 188.5 239.2 829.7Turn Bay Length (m) 30.040.0 110.050.0Base Capacity (vph) 221 402 254 608 398 1144 305 1151Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio0.16 0.77 0.66 0.55 0.48 0.61 0.60 0.48Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 414 of 876 Lanes, Volumes, Timings2032 Background PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)53 446 15 6 407 8 18 1 12 11 0 25Future Volume (vph)53 446 15 6 407 8 18 1 12 11 0 25Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.00.0 40.00.0 0.00.0 0.00.0Storage Lanes10 10 00 00Taper Length (m)7.57.57.57.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9950.9970.9480.907Flt Protected0.9500.9500.9710.985Satd. Flow (prot)1614 1582 0 1662 1648 0 0 1611 0 0 1563 0Flt Permitted0.9500.9500.9710.985Satd. Flow (perm)1614 1582 0 1662 1648 0 0 1611 0 0 1563 0Link Speed (k/h)60606060Link Distance (m)212.5251.4139.6184.2Travel Time (s)12.815.18.411.1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph)58 485 16 7 442 9 20 1 13 12 0 27Shared Lane Traffic (%)Lane Group Flow (vph) 58 501 0 7 451 0 0 34 0 0 39 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.60.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneYesYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.3%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Background PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 1.8MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 53 446 15 6 407 8 18 1 12 11 0 25Future Vol, veh/h 53 446 15 6 407 8 18 1 12 11 0 25Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow58 485 16 7 442 9 20 1 13 12 0 27Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 451 0 0 501 0 0 1083 1074 493 1077 1078 447 Stage 1- - - - - - 609 609 - 461 461 - Stage 2- - - - - - 474 465 - 616 617 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1104 - - 1074 - - 197 222 580 198 220 616 Stage 1 - - - - - - 486 488 - 584 569 - Stage 2- - - - - - 575 566 - 481 484 -Platoon blocked, %- -- -Mov Cap-1 Maneuver 1104 - - 1074 - - 180 209 580 184 207 616Mov Cap-2 Maneuver - - - - - - 180 209 - 184 207 - Stage 1- - - - - - 460 462 - 553 565 - Stage 2- - - - - - 546 562 - 444 458 -ApproachEBWBNBSBHCM Control Delay, s 0.90.121.916.3HCM LOSCCMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)247 1104 - - 1074 - - 359HCM Lane V/C Ratio 0.136 0.052 - - 0.006 - - 0.109HCM Control Delay (s) 21.9 8.4 - - 8.4 - - 16.3HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.5 0.2 - - 0 - - 0.4Page 415 of 876 Lanes, Volumes, Timings2032 Background PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)30 432 410 37 22 20Future Volume (vph)30 432 410 37 22 20Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Storage Length (m) 40.00.0 0.0 0.0Storage Lanes10 1 0Taper Length (m)7.57.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.989 0.935Flt Protected0.9500.975Satd. Flow (prot)1196 1577 1612 0 1137 0Flt Permitted0.9500.975Satd. Flow (perm)1196 1577 1612 0 1137 0Link Speed (k/h)60 6060Link Distance (m)251.4 452.9 112.6Travel Time (s)15.1 27.26.8Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 33 470 446 40 24 22Shared Lane Traffic (%)Lane Group Flow (vph) 33 470 486 0 46 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m)3.6 3.63.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 37.1%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Background PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 1.1MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 30 432 410 37 22 20Future Vol, veh/h 30 432 410 37 22 20Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow33 470 446 40 24 22Major/Minor Major1 Major2 Minor2Conflicting Flow All 486 0 - 0 1002 466 Stage 1- - - - 466 - Stage 2- - - - 536 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 910 - - - 244 498 Stage 1 - - - - 586 - Stage 2- - - - 543 -Platoon blocked, %- - -Mov Cap-1 Maneuver 910 - - - 235 498Mov Cap-2 Maneuver - - - - 235 - Stage 1- - - - 565 - Stage 2- - - - 543 -ApproachEB WB SBHCM Control Delay, s 0.6 0 18.4HCM LOS CMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)910 - - - 314HCM Lane V/C Ratio 0.036 - - - 0.145HCM Control Delay (s) 9.1 - - - 18.4HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.5Page 416 of 876 Lanes, Volumes, Timings2032 Background PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 144 283 6 5 327 114 16 0 10 77 0 98Future Volume (vph) 144 283 6 5 327 114 16 0 10 77 0 98Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.00.0 20.00.0 0.00.0 45.00.0Storage Lanes10 10 00 10Taper Length (m)50.050.07.530.0Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9970.9610.9470.850Flt Protected0.9500.9500.971 0.950Satd. Flow (prot)1662 1548 0 1662 1588 0 0 1609 0 1662 1488 0Flt Permitted0.9500.9500.971 0.950Satd. Flow (perm)1662 1548 0 1662 1588 0 0 1609 0 1662 1488 0Link Speed (k/h)60606060Link Distance (m)452.9645.8109.2167.7Travel Time (s)27.238.76.610.1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph)157 308 7 5 355 124 17 0 11 84 0 107Shared Lane Traffic (%)Lane Group Flow (vph) 157 315 0 5 479 0 0 28 0 84 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 53.2%ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Background PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 5.9MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 144 283 6 5 327 114 16 0 10 77 0 98Future Vol, veh/h 144 283 6 5 327 114 16 0 10 77 0 98Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow157 308 7 5 355 124 17 0 11 84 0 107Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 479 0 0 315 0 0 1107 1115 312 1058 1056 417 Stage 1- - - - - - 626 626 - 427 427 - Stage 2- - - - - - 481 489 - 631 629 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1094 - - 1257 - - 189 210 733 204 227 640 Stage 1 - - - - - - 475 480 - 610 589 - Stage 2- - - - - - 570 553 - 472 478 -Platoon blocked, %- -- -Mov Cap-1 Maneuver 1094 - - 1257 - - 140 179 733 178 194 640Mov Cap-2 Maneuver - - - - - - 140 179 - 178 194 - Stage 1- - - - - - 407 411 - 522 587 - Stage 2- - - - - - 473 551 - 398 409 -ApproachEBWBNBSBHCM Control Delay, s 2.90.125.625HCM LOSDDMinor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h)203 1094 - - 1257 - - 178 640HCM Lane V/C Ratio 0.139 0.143 - - 0.004 - - 0.47 0.166HCM Control Delay (s) 25.6 8.8 - - 7.9 - - 42 11.7HCM Lane LOS D A - - A - - E BHCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 2.2 0.6Page 417 of 876 Lanes, Volumes, Timings2032 Background PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)24 132 212 112 135 1 240 138 122 9 93 40Future Volume (vph)24 132 212 112 135 1 240 138 122 9 93 40Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.00.0 30.00.0 40.00.0 0.025.0Storage Lanes10 10 10 01Taper Length (m)55.040.030.07.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9080.9990.9300.850Flt Protected0.9500.9500.9500.996Satd. Flow (prot)1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted0.9500.9500.9500.996Satd. Flow (perm)1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h)60606060Link Distance (m)645.8208.9455.0402.6Travel Time (s)38.712.527.324.2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 26 143 230 122 147 1 261 150 133 10 101 43Shared Lane Traffic (%)Lane Group Flow (vph) 26 373 0 122 148 0 261 283 0 0 111 43Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlStopStopStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 59.5%ICU Level of Service BAnalysis Period (min) 15HCM 6th AWSC2032 Background PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionIntersection Delay, s/veh 18.9Intersection LOSCMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h24 132 212 112 135 1 240 138 122 9 93 40Future Vol, veh/h24 132 212 112 135 1 240 138 122 9 93 40Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, %1074760320046Mvmt Flow26 143 230 122 147 1 261 150 133 10 101 43Number of Lanes110110110011ApproachEBWBNBSBOpposing Approach WBEBSBNBOpposing Lanes2222Conflicting Approach Left SBNBEBWBConflicting Lanes Left2222Conflicting Approach Right NBSBWBEBConflicting Lanes Right 2222HCM Control Delay 25.31418.512.7HCM LOSDBCBLaneNBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, %100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, %0% 53% 0% 38% 0% 99% 91% 0%Vol Right, %0% 47% 0% 62% 0% 1% 0% 100%Sign ControlStop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 240 260 24 344 112 136 102 40LT Vol240 0 24 0 112 0 9 0Through Vol0 138 0 132 0 135 93 0RT Vol0 122 0 212 0 1 0 40Lane Flow Rate261 283 26 374 122 148 111 43Geometry Grp77777777Degree of Util (X) 0.559 0.538 0.058 0.727 0.278 0.315 0.246 0.088Departure Headway (Hd)7.715 6.849 8.002 6.996 8.22 7.683 7.998 7.3Convergence, Y/NYes Yes Yes Yes Yes Yes Yes YesCap467 526 448 516 437 467 448 490Service Time5.464 4.598 5.75 4.744 5.976 5.439 5.761 5.062HCM Lane V/C Ratio0.559 0.538 0.058 0.725 0.279 0.317 0.248 0.088HCM Control Delay19.9 17.3 11.2 26.3 14.1 14 13.4 10.8HCM Lane LOSC C B DBBBBHCM 95th-tile Q3.4 3.2 0.2 6 1.1 1.3 1 0.3Page 418 of 876 Lanes, Volumes, Timings2032 Background PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)105021Future Volume (vph)105021Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.955Flt Protected0.950 0.968Satd. Flow (prot)1750 0 0 1385 1213 0Flt Permitted0.950 0.968Satd. Flow (perm)1750 0 0 1385 1213 0Link Speed (k/h)6060 60Link Distance (m)63.5204.9 219.1Travel Time (s)3.812.3 13.1Confl. Peds. (#/hr)3 32Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 20% 0% 0% 100%Adj. Flow (vph) 105021Shared Lane Traffic (%)Lane Group Flow (vph)100530Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.2% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Background PM6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 7MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 105021Future Vol, veh/h 105021Conflicting Peds, #/hr 033002Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 20 0 0 100Mvmt Flow 105021Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 4 0 14 6 Stage 1- - - - 4 - Stage 2- - - - 10 -Critical Hdwy- - 4.3 - 6.4 7.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.38 - 3.5 4.2Pot Cap-1 Maneuver - - 1507 - 1010 850 Stage 1 - - - - 1024 - Stage 2- - - - 1018 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1503 - 1004 846Mov Cap-2 Maneuver - - - - 1004 - Stage 1- - - - 1021 - Stage 2- - - - 1015 -ApproachEB WB NBHCM Control Delay, s 0 7.4 8.8HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)945 - - 1503 -HCM Lane V/C Ratio 0.003 - - 0.004 -HCM Control Delay (s) 8.8 - - 7.4 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 419 of 876 Lanes, Volumes, Timings2032 Background PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)115530Future Volume (vph)115530Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.932Flt Protected0.976 0.950Satd. Flow (prot)1087 0 0 1553 1662 0Flt Permitted0.976 0.950Satd. Flow (perm)1087 0 0 1553 1662 0Link Speed (k/h)6060 60Link Distance (m) 204.9210.5 106.8Travel Time (s)12.312.6 6.4Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 20% 0% 0%Adj. Flow (vph) 115530Shared Lane Traffic (%)Lane Group Flow (vph) 2 0 0 10 3 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.1% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Background PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 4.1MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 115530Future Vol, veh/h 115530Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 20 0 0Mvmt Flow 115530Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 2 0 17 2 Stage 1- - - - 2 - Stage 2- - - - 15 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1634 - 1006 1088 Stage 1 - - - - 1026 - Stage 2- - - - 1013 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1634 - 1003 1088Mov Cap-2 Maneuver - - - - 1003 - Stage 1- - - - 1026 - Stage 2- - - - 1010 -ApproachEB WB NBHCM Control Delay, s 0 3.6 8.6HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1003 - - 1634 -HCM Lane V/C Ratio 0.003 - - 0.003 -HCM Control Delay (s) 8.6 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 420 of 876 2032 Background PMLanes, Volumes, Timings 9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph)25 40 582 38 60 654Future Volume (vph)25 40 582 38 60 654Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.917 0.991Flt Protected0.9810.996Satd. Flow (prot)1574 0 3065 0 0 1638Flt Permitted0.9810.996Satd. Flow (perm)1574 0 3065 0 0 1638Link Speed (k/h)607070Link Distance (m) 212.8 853.7128.2Travel Time (s)12.843.96.6Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 8% 0% 0% 7%Adj. Flow (vph)27 43 633 41 65 711Shared Lane Traffic (%)Lane Group Flow (vph) 70 0 674 0 0 776Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Right Left LeftMedian Width(m)3.63.63.6Link Offset(m)0.00.00.0Crosswalk Width(m) 4.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)25 1515 25Sign ControlStopFreeFreeIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 73.9% ICU Level of Service DAnalysis Period (min) 152032 Background PMHCM 6th TWSC9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 1.7Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 25 40 582 38 60 654Future Vol, veh/h 25 40 582 38 60 654Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 008007Mvmt Flow27 43 633 41 65 711Major/Minor Minor1 Major1 Major2Conflicting Flow All 1495 337 0 0 674 0 Stage 1 654 - - - - - Stage 2 841 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 126 665 - - 927 - Stage 1 485 - - - - - Stage 2 426 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 111 665 - - 927 -Mov Cap-2 Maneuver 111 - - - - - Stage 1 485 - - - - - Stage 2 377 - - - - -ApproachWB NB SBHCM Control Delay, s 27.7 0 0.8HCM LOS DMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h)- - 228 927 -HCM Lane V/C Ratio- - 0.31 0.07 -HCM Control Delay (s) - - 27.7 9.2 0HCM Lane LOS - - D A AHCM 95th %tile Q(veh) - - 1.3 0.2 -Page 421 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix H 2032 Total Traffic Operations Reports Page 422 of 876 Lanes, Volumes, Timings 2032 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 184 174 168 191 113 94 290 126 84 331 13Future Volume (vph) 29 184 174 168 191 113 94 290 126 84 331 13Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 1.00 0.99 1.00Frt 0.927 0.944 0.955 0.994Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1512 0 1614 1550 0 1614 2897 0 1385 3015 0Flt Permitted 0.561 0.198 0.530 0.468Satd. Flow (perm) 943 1512 0 336 1550 0 900 2897 0 682 3015 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 56 42 95 5Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 32 200 189 183 208 123 102 315 137 91 360 14Shared Lane Traffic (%)Lane Group Flow (vph) 32 389 0 183 331 0 102 452 0 91 374 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2032 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 19.1 19.1 31.1 29.1 35.8 28.8 35.8 28.8Actuated g/C Ratio 0.24 0.24 0.40 0.37 0.46 0.37 0.46 0.37v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Control Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1LOS C E D C B B B BApproach Delay 58.4 29.6 15.1 17.8Approach LOS E C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 78Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.95Intersection Signal Delay: 28.9 Intersection LOS: CIntersection Capacity Utilization 74.2% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 423 of 876 Queues 2032 Total AM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 389 183 331 102 452 91 374v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Control Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Length 50th (m) 3.9 51.1 18.8 34.2 7.6 20.5 6.8 21.1Queue Length 95th (m) 10.9 #104.8 #46.6 59.4 15.2 32.6 14.0 31.8Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 229 411 232 604 467 1129 367 1115Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2032 Total AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 351 8 4 394 14 6 1 8 27 1 71Future Volume (vph) 26 351 8 4 394 14 6 1 8 27 1 71Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.997 0.995 0.929 0.903Flt Protected 0.950 0.950 0.980 0.987Satd. Flow (prot) 1662 1562 0 1662 1595 0 0 1403 0 0 1560 0Flt Permitted 0.950 0.950 0.980 0.987Satd. Flow (perm) 1662 1562 0 1662 1595 0 0 1403 0 0 1560 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 28 382 9 4 428 15 7 1 9 29 1 77Shared Lane Traffic (%)Lane Group Flow (vph) 28 391 0 4 443 0 0 17 0 0 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 37.6% ICU Level of Service AAnalysis Period (min) 15Page 424 of 876 HCM 6th TWSC 2032 Total AM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 26 351 8 4 394 14 6 1 8 27 1 71Future Vol, veh/h 26 351 8 4 394 14 6 1 8 27 1 71Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 28 382 9 4 428 15 7 1 9 29 1 77 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 443 0 0 392 0 0 927 895 388 892 892 436 Stage 1 - - - - - - 444 444 - 444 444 - Stage 2 - - - - - - 483 451 - 448 448 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1128 - - 1178 - - 219 282 665 265 283 625 Stage 1 - - - - - - 537 579 - 597 579 - Stage 2 - - - - - - 511 574 - 594 576 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1128 - - 1177 - - 187 274 664 255 275 625Mov Cap-2 Maneuver - - - - - - 187 274 - 255 275 - Stage 1 - - - - - - 523 564 - 582 577 - Stage 2 - - - - - - 446 572 - 571 561 - Approach EB WB NB SBHCM Control Delay, s 0.6 0.1 17.1 15.7HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 314 1128 - - 1177 - - 444HCM Lane V/C Ratio 0.052 0.025 - - 0.004 - - 0.242HCM Control Delay (s) 17.1 8.3 - - 8.1 - - 15.7HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.9Lanes, Volumes, Timings 2032 Total AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 13 372 378 17 42 34Future Volume (vph) 13 372 378 17 42 34Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.940Flt Protected 0.950 0.973Satd. Flow (prot) 1250 1577 1614 0 1309 0Flt Permitted 0.950 0.973Satd. Flow (perm) 1250 1577 1614 0 1309 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 14 404 411 18 46 37Shared Lane Traffic (%)Lane Group Flow (vph) 14 404 429 0 83 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.2% ICU Level of Service AAnalysis Period (min) 15Page 425 of 876 HCM 6th TWSC 2032 Total AM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.6Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 13 372 378 17 42 34Future Vol, veh/h 13 372 378 17 42 34Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 14 404 411 18 46 37 Major/Minor Major1 Major2 Minor2Conflicting Flow All 429 0 - 0 852 420 Stage 1 - - - - 420 - Stage 2 - - - - 432 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 983 - - - 333 542 Stage 1 - - - - 667 - Stage 2 - - - - 659 -Platoon blocked, % - - -Mov Cap-1 Maneuver 983 - - - 328 542Mov Cap-2 Maneuver - - - - 328 - Stage 1 - - - - 658 - Stage 2 - - - - 659 - Approach EB WB SBHCM Control Delay, s 0.3 0 16.4HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 983 - - - 398HCM Lane V/C Ratio 0.014 - - - 0.208HCM Control Delay (s) 8.7 - - - 16.4HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0 - - - 0.8Lanes, Volumes, Timings 2032 Total AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 56 330 9 8 227 43 9 0 5 111 0 139Future Volume (vph) 56 330 9 8 227 43 9 0 5 111 0 139Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.976 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1588 0 1662 1600 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1588 0 1662 1600 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 61 359 10 9 247 47 10 0 5 121 0 151Shared Lane Traffic (%)Lane Group Flow (vph) 61 369 0 9 294 0 0 15 0 121 151 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 42.4% ICU Level of Service AAnalysis Period (min) 15Page 426 of 876 HCM 6th TWSC 2032 Total AM4: Coulthard Street/Braun Avenue & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 330 9 8 227 43 9 0 5 111 0 139Future Vol, veh/h 56 330 9 8 227 43 9 0 5 111 0 139Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 61 359 10 9 247 47 10 0 5 121 0 151 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 294 0 0 371 0 0 853 800 366 778 782 272 Stage 1 - - - - - - 488 488 - 289 289 - Stage 2 - - - - - - 365 312 - 489 493 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1279 - - 1199 - - 269 320 684 316 328 772 Stage 1 - - - - - - 545 553 - 723 677 - Stage 2 - - - - - - 636 661 - 564 550 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1279 - - 1197 - - 207 301 683 300 309 771Mov Cap-2 Maneuver - - - - - - 207 301 - 300 309 - Stage 1 - - - - - - 518 525 - 688 672 - Stage 2 - - - - - - 507 656 - 533 523 - Approach EB WB NB SBHCM Control Delay, s 1.1 0.2 18.8 17HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 276 1279 - - 1197 - - 300 771HCM Lane V/C Ratio 0.055 0.048 - - 0.007 - - 0.402 0.196HCM Control Delay (s) 18.8 8 - - 8 - - 24.8 10.8HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.9 0.7Lanes, Volumes, Timings 2032 Total AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 167 246 85 108 5 156 72 50 4 68 30Future Volume (vph) 29 167 246 85 108 5 156 72 50 4 68 30Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.911 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.997Satd. Flow (prot) 1250 1466 0 1614 1601 0 1614 1478 0 0 1636 1200Flt Permitted 0.950 0.950 0.950 0.997Satd. Flow (perm) 1250 1466 0 1614 1601 0 1614 1478 0 0 1636 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 32 182 267 92 117 5 170 78 54 4 74 33Shared Lane Traffic (%)Lane Group Flow (vph) 32 449 0 92 122 0 170 132 0 0 78 33Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 57.1% ICU Level of Service BAnalysis Period (min) 15Page 427 of 876 HCM 6th AWSC2032 Total AM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionIntersection Delay, s/veh 16.7Intersection LOSCMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h29 167 246 85 108 5 156 72 50 4 68 30Future Vol, veh/h29 167 246 85 108 5 156 72 50 4 68 30Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, %33 7 10390312100724Mvmt Flow32 182 267 92 117 5 170 78 54 4 74 33Number of Lanes110110110011ApproachEBWBNBSBOpposing Approach WBEBSBNBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 22.7 11.5 12.9 10.9HCM LOSCBBBLaneNBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, %100% 0% 100% 0% 100% 0% 6% 0%Vol Thru, %0% 59% 0% 40% 0% 96% 94% 0%Vol Right, %0% 41% 0% 60% 0% 4% 0% 100%Sign ControlStop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 156 122 29 413 85 113 72 30LT Vol156 0 29 0 85 0 4 0Through Vol0 72 0 167 0 108 68 0RT Vol0 50 0 246 0 5 0 30Lane Flow Rate170 133 32 449 92 123 78 33Geometry Grp77777777Degree of Util (X) 0.344 0.245 0.064 0.737 0.184 0.229 0.157 0.06Departure Headway (Hd)7.308 6.662 7.292 5.914 7.161 6.724 7.2 6.577Convergence, Y/NYes Yes Yes Yes Yes Yes Yes YesCap490 536 490 611 498 531 495 540Service Time5.091 4.444 5.059 3.68 4.947 4.509 5 4.376HCM Lane V/C Ratio0.347 0.248 0.065 0.735 0.185 0.232 0.158 0.061HCM Control Delay13.9 11.6 10.6 23.6 11.6 11.5 11.4 9.8HCM Lane LOSB B B CBBBAHCM 95th-tile Q1.5 1 0.2 6.4 0.7 0.9 0.6 0.22032 Total AMLanes, Volumes, Timings6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)00110011250300Future Volume (vph)00110011250300Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.865 0.964Flt Protected0.9500.997Satd. Flow (prot)0 1514 0 0 1662 0 0 1598 0 0 1750 0Flt Permitted0.9500.997Satd. Flow (perm)0 1514 0 0 1662 0 0 1598 0 0 1750 0Link Speed (k/h)60606060Link Distance (m)63.5204.9219.1125.8Travel Time (s)3.812.313.17.5Confl. Peds. (#/hr)2 22 2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0%Adj. Flow (vph) 00110011350330Shared Lane Traffic (%)Lane Group Flow (vph)01001001900330Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)0.00.00.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 14.6% ICU Level of Service AAnalysis Period (min) 15Page 428 of 876 2032 Total AMHCM 6th TWSC6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 0.1MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 00110011250300Future Vol, veh/h 00110011250300Conflicting Peds, #/hr 002200002200Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - ----------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0000000020000Mvmt Flow00110011350330Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 00030022551450 Stage 1- - - - - - 3 3 - 2 2 - Stage 2------192-123-Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.4 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.48 3.5 4 3.3Pot Cap-1 Maneuver - - - 1632 - - 995 894 1028 1007 894 - Stage 1 - - - - - - 1025 897 - 1026 898 - Stage 2- - - - - - 1005 898 - 1014 897 -Platoon blocked, %- -- -Mov Cap-1 Maneuver - - - 1629 - - - 891 1025 988 891 -Mov Cap-2 Maneuver - - -----891-988891- Stage 1- - - - - - 1023 895 - 1026 897 - Stage 2------967897-992895-ApproachEBWBNBSBHCM Control Delay, s 07.2HCM LOS--Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)- - - - 1629 - - -HCM Lane V/C Ratio----0.001---HCM Control Delay (s) - 0 - - 7.2 0 - -HCM Lane LOS - A - - A A - -HCM 95th %tile Q(veh)----0---Lanes, Volumes, Timings2032 Total AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)418102Future Volume (vph)418102Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.973 0.865Flt Protected0.957Satd. Flow (prot)1703 0 0 1675 1514 0Flt Permitted0.957Satd. Flow (perm)1703 0 0 1675 1514 0Link Speed (k/h)6060 60Link Distance (m) 204.9109.9 106.8Travel Time (s)12.36.6 6.4Confl. Peds. (#/hr)1 1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0%Adj. Flow (vph) 419102Shared Lane Traffic (%)Lane Group Flow (vph) 5 0 0 10 2 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.2% ICU Level of Service AAnalysis Period (min) 15Page 429 of 876 HCM 6th TWSC2032 Total AM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 4.6MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 418102Future Vol, veh/h 418102Conflicting Peds, #/hr 011000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow419102Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 6 0 25 6 Stage 1- - - - 6 - Stage 2- - - - 19 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1628 - 996 1083 Stage 1 - - - - 1022 - Stage 2- - - - 1009 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1627 - 989 1082Mov Cap-2 Maneuver - - - - 989 - Stage 1- - - - 1021 - Stage 2- - - - 1003 -ApproachEB WB NBHCM Control Delay, s 0 6.4 8.3HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1082 - - 1627 -HCM Lane V/C Ratio 0.002 - - 0.005 -HCM Control Delay (s) 8.3 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -2032 Total AMLanes, Volumes, Timings 8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)1578182Future Volume (vph)1578182Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.929 0.988Flt Protected0.9920.957Satd. Flow (prot)0 1736 1626 0 1655 0Flt Permitted 0.992 0.957Satd. Flow (perm)0 1736 1626 0 1655 0Link Speed (k/h)60 6060Link Distance (m)109.9 100.5 120.9Travel Time (s)6.6 6.07.3Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 0% 0% 0%Adj. Flow (vph) 1589202Shared Lane Traffic (%)Lane Group Flow (vph) 0 6 17 0 22 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(m)0.0 0.03.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15Page 430 of 876 2032 Total AMHCM 6th TWSC8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 4.4MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 1 5 7 8 18 2Future Vol, veh/h 1 5 7 8 18 2Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 000000Mvmt Flow1 5 8 9 20 2Major/Minor Major1 Major2 Minor2Conflicting Flow All 17 0 - 0 20 13 Stage 1- - - - 13 - Stage 2- - - - 7 -Critical Hdwy 4.1 - - - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.2 - - - 3.5 3.3Pot Cap-1 Maneuver 1613 - - - 1002 1073 Stage 1 - - - - 1015 - Stage 2- - - - 1021 -Platoon blocked, %- - -Mov Cap-1 Maneuver 1613 - - - 1001 1073Mov Cap-2 Maneuver - - - - 1001 - Stage 1- - - - 1014 - Stage 2- - - - 1021 -ApproachEB WB SBHCM Control Delay, s 1.2 0 8.7HCM LOS AMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)1613 - - - 1008HCM Lane V/C Ratio 0.001 - - - 0.022HCM Control Delay (s) 7.2 0 - - 8.7HCM Lane LOS A A - - AHCM 95th %tile Q(veh) 0 - - - 0.12032 Total AMLanes, Volumes, Timings 9: Broadway & Street C Rolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph)47 80 414 18 32 381Future Volume (vph)47 80 414 18 32 381Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.915 0.994Flt Protected0.9820.996Satd. Flow (prot)1572 0 2990 0 0 1582Flt Permitted0.9820.996Satd. Flow (perm)1572 0 2990 0 0 1582Link Speed (k/h)607070Link Distance (m) 212.8 853.7128.2Travel Time (s)12.843.96.6Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 11% 0% 0% 11%Adj. Flow (vph)51 87 450 20 35 414Shared Lane Traffic (%)Lane Group Flow (vph) 138 0 470 0 0 449Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Right Left LeftMedian Width(m)3.63.63.6Link Offset(m)0.00.00.0Crosswalk Width(m) 4.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)25 1515 25Sign ControlStopFreeFreeIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 54.9% ICU Level of Service AAnalysis Period (min) 15Page 431 of 876 2032 Total AMHCM 6th TWSC9: Broadway & Street C Rolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 2.4Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 47 80 414 18 32 381Future Vol, veh/h 47 80 414 18 32 381Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 11 0 0 11Mvmt Flow51 87 450 20 35 414Major/Minor Minor1 Major1 Major2Conflicting Flow All 944 235 0 0 470 0 Stage 1 460 - - - - - Stage 2 484 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 278 773 - - 1102 - Stage 1 608 - - - - - Stage 2 624 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 267 773 - - 1102 -Mov Cap-2 Maneuver 267 - - - - - Stage 1 608 - - - - - Stage 2 598 - - - - -ApproachWB NB SBHCM Control Delay, s 16.4 0 0.6HCM LOS CMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h)- - 454 1102 -HCM Lane V/C Ratio- - 0.304 0.032 -HCM Control Delay (s) - - 16.4 8.4 0HCM Lane LOS - - C A AHCM 95th %tile Q(veh) - - 1.3 0.1 -Lanes, Volumes, Timings2032 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)32 171 127 162 170 145 176 453 205 169 472 45Future Volume (vph)32 171 127 162 170 145 176 453 205 169 472 45Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.00.0 40.00.0 110.080.0 50.095.0Storage Lanes10 10 11 11Taper Length (m)30.07.57.5100.0Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor0.991.000.991.00Frt0.9360.9310.9530.987Flt Protected0.9500.9500.9500.950Satd. Flow (prot)1539 1510 0 1554 1533 0 1646 2941 0 1498 3104 0Flt Permitted0.5550.2670.3870.289Satd. Flow (perm)899 1510 0 436 1533 0 671 2941 0 455 3104 0Right Turn on RedYesYesYesYesSatd. Flow (RTOR)446010214Link Speed (k/h)60606070Link Distance (m)290.3212.5263.2853.7Travel Time (s)17.412.815.843.9Confl. Peds. (#/hr)1 11 1Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph)35 186 138 176 185 158 191 492 223 184 513 49Shared Lane Traffic (%)Lane Group Flow (vph) 35 324 0 176 343 0 191 715 0 184 562 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneYesYesHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Number of Detectors 1 21 21 21 2Detector Template Left ThruLeft ThruLeft ThruLeft ThruLeading Detector (m) 2.0 10.02.0 10.02.0 10.02.0 10.0Trailing Detector (m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Position(m) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Size(m)2.0 0.62.0 0.62.0 0.62.0 0.6Detector 1 TypeCl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Queue (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 1 Delay (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Detector 2 Position(m)9.49.49.49.4Detector 2 Size(m)0.60.60.60.6Detector 2 TypeCl+ExCl+ExCl+ExCl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 432 of 876 Lanes, Volumes, Timings2032 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn TypePerm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases87 45 21 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s)30.0 30.09.0 30.09.0 30.39.0 30.3Total Split (s)25.0 25.010.0 25.010.0 35.010.0 35.0Total Split (%)31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.06.0 19.06.0 28.76.0 28.7Yellow Time (s)4.5 4.53.0 4.53.0 5.03.0 5.0All-Red Time (s)1.5 1.51.0 1.51.0 1.31.0 1.3Lost Time Adjust (s) 0.0 0.00.0 0.00.0 0.00.0 0.0Total Lost Time (s)6.0 6.04.0 6.04.0 6.34.0 6.3Lead/LagLag Lag LeadLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.02.5 3.02.5 4.02.5 4.0Recall ModeNone None None None None Max None MaxWalk Time (s)7.0 7.07.07.07.0Flash Dont Walk (s) 17.0 17.017.017.017.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.6 17.6 29.6 27.6 37.0 28.7 37.0 28.7Actuated g/C Ratio 0.22 0.220.38 0.350.47 0.370.47 0.37v/c Ratio0.17 0.870.71 0.600.49 0.630.63 0.49Control Delay26.9 50.535.8 21.916.0 20.622.9 20.9Queue Delay0.0 0.00.0 0.00.0 0.00.0 0.0Total Delay26.9 50.535.8 21.916.0 20.622.9 20.9LOSCDDCBCCCApproach Delay48.226.619.721.4Approach LOSDCBCIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 78.6Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.87Intersection Signal Delay: 25.7 Intersection LOS: CIntersection Capacity Utilization 77.2%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues2032 Total PM1: Broadway & North Street West/North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 35 324 176 343 191 715 184 562v/c Ratio0.17 0.87 0.71 0.60 0.49 0.63 0.63 0.49Control Delay26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9Queue Delay0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9Queue Length 50th (m) 4.2 40.8 18.0 33.7 15.1 39.8 14.6 33.5Queue Length 95th (m) 11.6 #83.3 #39.2 59.3 26.7 57.8 #28.5 48.0Internal Link Dist (m)266.3 188.5 239.2 829.7Turn Bay Length (m) 30.040.0 110.050.0Base Capacity (vph) 217 398 249 603 390 1139 293 1142Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio0.16 0.81 0.71 0.57 0.49 0.63 0.63 0.49Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 433 of 876 Lanes, Volumes, Timings 2032 Total PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 70 453 15 6 412 26 18 1 12 24 0 36Future Volume (vph) 70 453 15 6 412 26 18 1 12 24 0 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.991 0.948 0.919Flt Protected 0.950 0.950 0.971 0.980Satd. Flow (prot) 1614 1582 0 1662 1642 0 0 1611 0 0 1576 0Flt Permitted 0.950 0.950 0.971 0.980Satd. Flow (perm) 1614 1582 0 1662 1642 0 0 1611 0 0 1576 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 184.2Travel Time (s) 12.8 15.1 8.4 11.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 76 492 16 7 448 28 20 1 13 26 0 39Shared Lane Traffic (%)Lane Group Flow (vph) 76 508 0 7 476 0 0 34 0 0 65 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.4% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM2: Vance Drive/Woodcock Drive & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 70 453 15 6 412 26 18 1 12 24 0 36Future Vol, veh/h 70 453 15 6 412 26 18 1 12 24 0 36Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 76 492 16 7 448 28 20 1 13 26 0 39 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 476 0 0 508 0 0 1148 1142 500 1135 1136 462 Stage 1 - - - - - - 652 652 - 476 476 - Stage 2 - - - - - - 496 490 - 659 660 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1081 - - 1067 - - 177 202 575 181 204 604 Stage 1 - - - - - - 460 467 - 574 560 - Stage 2 - - - - - - 559 552 - 456 463 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1081 - - 1067 - - 156 186 575 166 188 604Mov Cap-2 Maneuver - - - - - - 156 186 - 166 188 - Stage 1 - - - - - - 428 434 - 534 556 - Stage 2 - - - - - - 519 548 - 413 431 - Approach EB WB NB SBHCM Control Delay, s 1.1 0.1 24.4 20.7HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 219 1081 - - 1067 - - 294HCM Lane V/C Ratio 0.154 0.07 - - 0.006 - - 0.222HCM Control Delay (s) 24.4 8.6 - - 8.4 - - 20.7HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.5 0.2 - - 0 - - 0.8Page 434 of 876 Lanes, Volumes, Timings 2032 Total PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 37 445 428 49 30 25Future Volume (vph) 37 445 428 49 30 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.986 0.939Flt Protected 0.950 0.973Satd. Flow (prot) 1196 1577 1610 0 1147 0Flt Permitted 0.950 0.973Satd. Flow (perm) 1196 1577 1610 0 1147 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 40 484 465 53 33 27Shared Lane Traffic (%)Lane Group Flow (vph) 40 484 518 0 60 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.5% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM3: North Street East & Falcon RoadRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 37 445 428 49 30 25Future Vol, veh/h 37 445 428 49 30 25Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 40 484 465 53 33 27 Major/Minor Major1 Major2 Minor2Conflicting Flow All 518 0 - 0 1056 492 Stage 1 - - - - 492 - Stage 2 - - - - 564 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 884 - - - 226 480 Stage 1 - - - - 570 - Stage 2 - - - - 526 -Platoon blocked, % - - -Mov Cap-1 Maneuver 884 - - - 216 480Mov Cap-2 Maneuver - - - - 216 - Stage 1 - - - - 544 - Stage 2 - - - - 526 - Approach EB WB SBHCM Control Delay, s 0.7 0 20.7HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 884 - - - 288HCM Lane V/C Ratio 0.045 - - - 0.208HCM Control Delay (s) 9.3 - - - 20.7HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.8Page 435 of 876 Lanes, Volumes, Timings 2032 Total PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 144 304 6 5 357 114 16 0 10 77 0 98Future Volume (vph) 144 304 6 5 357 114 16 0 10 77 0 98Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.964 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1548 0 1662 1591 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1548 0 1662 1591 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 157 330 7 5 388 124 17 0 11 84 0 107Shared Lane Traffic (%)Lane Group Flow (vph) 157 337 0 5 512 0 0 28 0 84 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 54.9% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM4: Coulthard Street & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 6.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 144 304 6 5 357 114 16 0 10 77 0 98Future Vol, veh/h 144 304 6 5 357 114 16 0 10 77 0 98Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 157 330 7 5 388 124 17 0 11 84 0 107 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 512 0 0 337 0 0 1162 1170 334 1113 1111 450 Stage 1 - - - - - - 648 648 - 460 460 - Stage 2 - - - - - - 514 522 - 653 651 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1064 - - 1234 - - 174 195 712 187 211 613 Stage 1 - - - - - - 462 469 - 585 569 - Stage 2 - - - - - - 547 534 - 460 468 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1064 - - 1234 - - 127 166 712 163 179 613Mov Cap-2 Maneuver - - - - - - 127 166 - 163 179 - Stage 1 - - - - - - 394 400 - 498 567 - Stage 2 - - - - - - 450 532 - 386 399 - Approach EB WB NB SBHCM Control Delay, s 2.8 0.1 27.8 28HCM LOS D D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 186 1064 - - 1234 - - 163 613HCM Lane V/C Ratio 0.152 0.147 - - 0.004 - - 0.513 0.174HCM Control Delay (s) 27.8 9 - - 7.9 - - 48.3 12.1HCM Lane LOS D A - - A - - E BHCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 2.5 0.6Page 436 of 876 Lanes, Volumes, Timings2032 Total PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)27 141 221 112 148 1 253 138 122 9 93 44Future Volume (vph)27 141 221 112 148 1 253 138 122 9 93 44Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.00.0 30.00.0 40.00.0 0.025.0Storage Lanes10 10 10 01Taper Length (m)55.040.030.07.5Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9080.9990.9300.850Flt Protected0.9500.9500.9500.996Satd. Flow (prot)1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted0.9500.9500.9500.996Satd. Flow (perm)1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h)60606060Link Distance (m)645.8208.9455.0402.6Travel Time (s)38.712.527.324.2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 29 153 240 122 161 1 275 150 133 10 101 48Shared Lane Traffic (%)Lane Group Flow (vph) 29 393 0 122 162 0 275 283 0 0 111 48Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)3.63.63.63.6Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlStopStopStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 61.4%ICU Level of Service BAnalysis Period (min) 15HCM 6th AWSC2032 Total PM5: Tillson Avenue/Cranberry Road & North Street EastRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionIntersection Delay, s/veh 21Intersection LOSCMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h27 141 221 112 148 1 253 138 122 9 93 44Future Vol, veh/h27 141 221 112 148 1 253 138 122 9 93 44Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, %1074760320046Mvmt Flow29 153 240 122 161 1 275 150 133 10 101 48Number of Lanes110110110011ApproachEBWBNBSBOpposing Approach WBEBSBNBOpposing Lanes2222Conflicting Approach Left SBNBEBWBConflicting Lanes Left2222Conflicting Approach Right NBSBWBEBConflicting Lanes Right 2222HCM Control Delay 29.614.72013HCM LOSDBCBLaneNBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, %100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, %0% 53% 0% 39% 0% 99% 91% 0%Vol Right, %0% 47% 0% 61% 0% 1% 0% 100%Sign ControlStop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 253 260 27 362 112 149 102 44LT Vol253 0 27 0 112 0 9 0Through Vol0 138 0 141 0 148 93 0RT Vol0 122 0 221 0 1 0 44Lane Flow Rate275 283 29 393 122 162 111 48Geometry Grp77777777Degree of Util (X) 0.602 0.551 0.066 0.78 0.283 0.353 0.253 0.1Departure Headway (Hd)7.884 7.017 8.136 7.133 8.382 7.845 8.212 7.513Convergence, Y/NYes Yes Yes Yes Yes Yes Yes YesCap457 514 440 508 429 458 436 475Service Time5.643 4.776 5.89 4.887 6.147 5.609 5.985 5.284HCM Lane V/C Ratio0.602 0.551 0.066 0.774 0.284 0.354 0.255 0.101HCM Control Delay21.9 18.1 11.5 30.9 14.4 14.9 13.8 11.1HCM Lane LOSC C B DBBBBHCM 95th-tile Q3.9 3.3 0.2 7 1.1 1.6 1 0.3Page 437 of 876 2032 Total PMLanes, Volumes, Timings6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph)01050023310220Future Volume (vph)01050023310220Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt0.997Flt Protected0.9500.997Satd. Flow (prot)0 1750 0 0 1385 0 0 1696 0 0 1750 0Flt Permitted0.9500.997Satd. Flow (perm)0 1750 0 0 1385 0 0 1696 0 0 1750 0Link Speed (k/h)60606060Link Distance (m)63.5204.9219.1125.8Travel Time (s)3.812.313.17.5Confl. Peds. (#/hr)3 32 2Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 0% 20% 0% 0% 0% 0% 100% 0% 0% 0%Adj. Flow (vph) 01050023610240Shared Lane Traffic (%)Lane Group Flow (vph)01005003900240Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(m)0.00.00.00.0Link Offset(m)0.00.00.00.0Crosswalk Width(m)4.84.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 2515 2515 2515Sign ControlFreeFreeStopStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 15.5% ICU Level of Service AAnalysis Period (min) 152032 Total PMHCM 6th TWSC6: Woodcock Drive & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 0.6MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 01050023310220Future Vol, veh/h 01050023310220Conflicting Peds, #/hr 003300002200Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - -------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 200000100000Mvmt Flow 01050023610240Major/Minor Major1Major2Minor1Minor2Conflicting Flow All 0004002614632140 Stage 1------44-1010- Stage 2- - - - - - 22 10 - 22 4 -Critical Hdwy 4.1 - - 4.3 - - 7.1 6.5 7.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.38 - - 3.5 4 4.2 3.5 4 3.3Pot Cap-1 Maneuver - - - 1507 - - 990 884 850 981 884 - Stage 1 - - - - - - 1024 897 - 1016 891 - Stage 2- - - - - - 1002 891 - 1002 897 -Platoon blocked, %- -- -Mov Cap-1 Maneuver - - - 1503 - - - 879 846 946 879 -Mov Cap-2 Maneuver - - - - - - - 879 - 946 879 - Stage 1- - - - - - 1021 894 - 1016 888 - Stage 2- - - - - - 972 888 - 959 894 -ApproachEBWBNBSBHCM Control Delay, s 07.4HCM LOS--Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h)- - - - 1503 - - -HCM Lane V/C Ratio- - - - 0.004 - - -HCM Control Delay (s) - 0 - - 7.4 0 - -HCM Lane LOS - A - - A A - -HCM 95th %tile Q(veh) - - - - 0 - - -Page 438 of 876 Lanes, Volumes, Timings2032 Total PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph)117532Future Volume (vph)117532Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.9320.946Flt Protected0.970 0.971Satd. Flow (prot)1087 0 0 1576 1607 0Flt Permitted0.970 0.971Satd. Flow (perm)1087 0 0 1576 1607 0Link Speed (k/h)6060 60Link Distance (m) 204.9109.9 106.8Travel Time (s)12.36.6 6.4Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 100% 0% 0% 20% 0% 0%Adj. Flow (vph) 118532Shared Lane Traffic (%)Lane Group Flow (vph) 2 0 0 13 5 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(m)0.00.0 3.6Link Offset(m)0.00.0 0.0Crosswalk Width(m) 4.84.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)15 2525 15Sign ControlFreeFree StopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 17.0% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC2032 Total PM7: Robin Road & Bobolink DriveRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 4.9MovementEBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 117532Future Vol, veh/h 117532Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 100 0 0 20 0 0Mvmt Flow 118532Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 2 0 23 2 Stage 1- - - - 2 - Stage 2- - - - 21 -Critical Hdwy- - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1634 - 998 1088 Stage 1 - - - - 1026 - Stage 2- - - - 1007 -Platoon blocked, % - --Mov Cap-1 Maneuver - - 1634 - 993 1088Mov Cap-2 Maneuver - - - - 993 - Stage 1- - - - 1026 - Stage 2- - - - 1002 -ApproachEB WB NBHCM Control Delay, s 0 4.2 8.5HCM LOS AMinor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h)1029 - - 1634 -HCM Lane V/C Ratio 0.005 - - 0.005 -HCM Control Delay (s) 8.5 - - 7.2 0HCM Lane LOS A - - A AHCM 95th %tile Q(veh) 0 - - 0 -Page 439 of 876 2032 Total PMLanes, Volumes, Timings 8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph)2 1 10 19 13 2Future Volume (vph)2 1 10 19 13 2Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.911 0.983Flt Protected0.9680.958Satd. Flow (prot)0 1270 1541 0 1648 0Flt Permitted0.9680.958Satd. Flow (perm)0 1270 1541 0 1648 0Link Speed (k/h)60 6060Link Distance (m)109.9 100.4 120.9Travel Time (s)6.6 6.07.3Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 100% 10% 0% 0% 0%Adj. Flow (vph)2 1 11 21 14 2Shared Lane Traffic (%)Lane Group Flow (vph) 0 3 32 0 16 0Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(m)0.0 0.03.6Link Offset(m)0.0 0.00.0Crosswalk Width(m)4.8 4.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)2515 25 15Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 152032 Total PMHCM 6th TWSC8: Bobolink Drive & Street ARolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 3.1MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 2 1 10 19 13 2Future Vol, veh/h 2 1 10 19 13 2Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 100 10 0 0 0Mvmt Flow2 1 11 21 14 2Major/Minor Major1 Major2 Minor2Conflicting Flow All 32 0 - 0 27 22 Stage 1- - - - 22 - Stage 2- - - - 5 -Critical Hdwy 4.1 - - - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.2 - - - 3.5 3.3Pot Cap-1 Maneuver 1593 - - - 993 1061 Stage 1 - - - - 1006 - Stage 2- - - - 1023 -Platoon blocked, %- - -Mov Cap-1 Maneuver 1593 - - - 992 1061Mov Cap-2 Maneuver - - - - 992 - Stage 1- - - - 1005 - Stage 2- - - - 1023 -ApproachEB WB SBHCM Control Delay, s 4.8 0 8.7HCM LOS AMinor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h)1593 - - - 1001HCM Lane V/C Ratio 0.001 - - - 0.016HCM Control Delay (s) 7.3 0 - - 8.7HCM Lane LOS A A - - AHCM 95th %tile Q(veh) 0 - - - 0.1Page 440 of 876 2032 Total PMLanes, Volumes, Timings 9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportLane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph)32 53 582 48 80 654Future Volume (vph)32 53 582 48 80 654Ideal Flow (vphpl)1750 1750 1750 1750 1750 1750Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.916 0.989Flt Protected0.9820.995Satd. Flow (prot)1574 0 3062 0 0 1639Flt Permitted0.9820.995Satd. Flow (perm)1574 0 3062 0 0 1639Link Speed (k/h)607070Link Distance (m) 212.8 853.7128.2Travel Time (s)12.843.96.6Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)0% 0% 8% 0% 0% 7%Adj. Flow (vph)35 58 633 52 87 711Shared Lane Traffic (%)Lane Group Flow (vph) 93 0 685 0 0 798Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Right Left LeftMedian Width(m)3.63.63.6Link Offset(m)0.00.00.0Crosswalk Width(m) 4.84.84.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h)25 1515 25Sign ControlStopFreeFreeIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 76.8% ICU Level of Service DAnalysis Period (min) 152032 Total PMHCM 6th TWSC9: Broadway & Street CRolling Meadows North Subdivision, Tillsonburg Paradigm Transportation Solutions LimitedSynchro 10 ReportIntersectionInt Delay, s/veh 2.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 32 53 582 48 80 654Future Vol, veh/h 32 53 582 48 80 654Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 008007Mvmt Flow35 58 633 52 87 711Major/Minor Minor1 Major1 Major2Conflicting Flow All 1544 343 0 0 685 0 Stage 1 659 - - - - - Stage 2 885 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 117 659 - - 918 - Stage 1 482 - - - - - Stage 2 407 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 99 659 - - 918 -Mov Cap-2 Maneuver 99 - - - - - Stage 1 482 - - - - - Stage 2 343 - - - - -ApproachWB NB SBHCM Control Delay, s 34.7 0 1HCM LOS DMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h)- - 211 918 -HCM Lane V/C Ratio- - 0.438 0.095 -HCM Control Delay (s) - - 34.7 9.3 0HCM Lane LOS - - D A AHCM 95th %tile Q(veh) - - 2.1 0.3 -Page 441 of 876 Rolling Meadows North, Tillsonburg | Transportation Impact Study | 210717 | May 2022 Paradigm Transportation Solutions Limited | Appendices Appendix I Left-Turn Lane Warrants Page 442 of 876 Southbound Left-Turn Lane Warrants Broadway & Street C Appendix I 2032 Total AM 2032 Total PM 210717 Rolling Meadows North Subdivision, Tillsonburg TIS Page 443 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 To: Mayor and Members of Tillsonburg Council From: Eric Gilbert, Senior Planner, Community Planning Applications for Official Plan Amendment, Draft Plan of Subdivision & Zone Change OP 22-19-7, SB 22-07-7 & ZN 7-22-15 – Lindprop Corp. REPORT HIGHLIGHTS The purpose of the Official Plan amendment, Draft Plan of Subdivision and zone change applications is to facilitate the creation of 15 blocks for up to 315 single detached dwellings, semi-detached dwellings and/or townhouse dwellings, and 1 block for future medium density residential development, in a new residential plan of subdivision. The proposed Official Plan Amendment will amend the extent of the Open Space designation to coincide with the findings of the Environmental Impact Study prepared for the development, and to facilitate a medium density residential block in the northeast portion of the subject property. The proposed draft plan of subdivision consists of 15 blocks for low density residential development (consisting of single detached dwellings, semi-detached dwellings and/or townhouse dwellings), 1 block for future medium density residential development, 4 open space blocks, served by 5 new local streets and the extension of Martin Street, Braun Avenue, and Mallard Avenue. The proposal is consistent with the relevant policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan respecting residential development and the protection of natural features, and can be supported from a planning perspective. DISCUSSION Background OWNER: Lindprop Corporation 7681 Highway 27, Unit 16, Woodbridge ON L4L 4M5 AGENT: Peter Penner, CJDL Consulting Engineers 261 Broadway, Tillsonburg ON N4G 4H8 Page 444 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 2 of 21 LOCATION: The subject lands are described as Part of Lots 4 & 5, Concession 10 (Dereham), in the Town of Tillsonburg. A small portion of the subject property is located within the Township of South-West Oxford. The lands are located on the north side of North Street East and west of the CPR Railway, and are municipally known as 112 North Street East, Tillsonburg. COUNTY OF OXFORD OFFICIAL PLAN: Existing and Proposed: Schedule ‘T-1’ Town of Tillsonburg Residential Land Use Plan Open Space Schedule ‘T-2’ Town of Tillsonburg Low Density Residential Residential Density Plan Medium Density Residential TOWN OF TILLSONBURG ZONING BY-LAW 3295: Existing Zoning: Future Development Zone (FD) General Agricultural Zone (A2) Proposed Zoning: Special Low Density Residential Type 3 Zone (R3-sp) Special Medium Density Residential Zone (RM-sp) Special Active Use Open Space Zone (OS2-sp) Recommended Zoning: Special Low Density Residential Type 3 Zone (R3-sp) Special Medium Density Residential Zone (RM-sp) Passive Use Open Space Zone (OS1) General Agricultural Zone (A2) PROPOSAL: The proposed Official Plan Amendment (OPA) proposes to amend Official Plan Schedule “T-2,” Town of Tillsonburg Residential Density Plan, to alter the extent of the existing Low and Medium Density Residential designations in the southeast portion of the lands, and to amend Official Plan Schedule “T-1,” Town of Tillsonburg Land Use Plan, to re-designate one block within the proposed plan of subdivision from Open Space to Residential and Medium Density Residential. The proposed changes to Schedule ‘T-1’ would also amend the extent of the Open Space designation to reflect the findings of the Environmental Impact Study that was prepared and peer reviewed f or the proposed development. The application for Draft Plan of Subdivision will facilitate the creation of 15 blocks for low density residential development (consisting of single detached dwellings, semi-detached dwellings and/or townhouse dwellings), 1 block for future medium density residential development, 4 open space blocks, served by 5 new local streets and the extension of Martin Street, Braun Avenue, and Mallard Avenue Page 445 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 3 of 21 The Zone Change application proposes to rezone the lands from ‘Future Development Zone (FD)’ to ‘Special Low Density Residential Type 3 Zone (R3-sp)’, ‘Special Medium Density Residential Zone (RM-sp)’ and ‘Special Active Use Open Space Zone (OS2-sp)’ to facilitate the above noted Draft Plan of Subdivision. Site specific zoning provisions have been requested, and further details are included in the ‘Zoning’ section of this report. The current ‘General Agricultural Zone (A2)’ zoning of the portion of the lands within the Township of South-West Oxford is proposed to remain unchanged. A functional servicing report, planning justification report, Archeological Assessment Report, Environmental Impact Study, Transportation Impact Study, and Geotechnical and Slope Stability Report, and Noise and Vibration Feasibility Study were submitted in support of the applications. The subject lands comprise approximately 28.7 ha (70.9 ac) and have been used historically for agricultural purposes. No buildings or structures are present on the property. Surrounding uses include residential uses to the south and west, lands planned for residential uses to the east, and agricultural uses in the Township of South-West Oxford to the north. Plate 1, Location Map with Existing Zoning, indicates the location of the subject site and the existing zoning in the immediate vicinity. Plate 2, 2020 Aerial Map, provides an aerial view of the subject property and surrounding area. Plate 3, Proposed Draft Plan of Subdivision, provides the layout of the proposed draft plan of subdivision. Application Review 2020 PROVINCIAL POLICY STATEMENT Section 1.1.1 of the Provincial Policy Statement (PPS) directs that healthy, liveable and safe communities are sustained by promoting efficient development and land use patterns which sustain the financial well-being of the Province and municipalities over the long term, accommodating an appropriate affordable and market-based range and mix of residential types (including single-detached, additional residential units, multi-unit housing, affordable housing and housing for older persons), employment, institutional, recreation, park and open space, and other uses to meet long-term needs. Section 1.1.2 of the PPS directs that sufficient land shall be made available to accommodate an appropriate range and mix of land uses to meet projected needs for a time horizon of up to 25 years, informed by provincial guidelines. Section 1.4.1 sets out policies which are intended to provide for an appropriate range and mix of housing options and densities required to meet projected requirements of current and future residents of the regional market area. To accommodate this, planning authorities shall maintain at all times the ability to accommodate residential growth for a minimum of 15 years through residential intensification and redevelopment and if necessary, lands which are designated and available for residential development. Page 446 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 4 of 21 Section 1.7.1 directs that long-term economic prosperity should be supported by, among other measures, encouraging residential uses to respond to dynamic market-based needs and providing necessary housing supply and range of housing options for a diverse workforce, optimizing the long-term availability and use of land, resources, infrastructure and public service facilities. The PPS also contains policies which direct that natural features and areas shall be protected for the long term. Section 2.1.2 directs that diversity and connectivity of natural features in an area and the long-term ecological function and biodiversity of natural heritage systems should be maintained, restored or, where possible, improved, recognizing linkages between and among natural heritage features and areas, surface water features and ground water features. Section 2.1.5 directs that development and site alteration shall not be permitted in significant woodlands and significant wildlife habitat. The overall intent of Section 3.0 - Protecting Public Health and Safety of the PPS is to reduce the potential public cost or risk to current and future residents from natural or human-made hazards. As such, “development shall be directed away from areas of natural or human-made hazards where there is an unacceptable risk to public health or safety or of property damage, and not create new, or aggravate existing hazards.” Section 3.1 of the Provincial Policy Statement provides that development shall generally be directed, in accordance with guidance developed by the Province (as amended from time to time), to areas outside of hazardous lands adjacent to river, stream and small inland lake systems which are impacted by flooding hazards and/or erosion hazards. Section 3.1.2 provides that development and site alteration shall not be permitted within areas that would be rendered inaccessible to people and vehicles during times of flooding hazards, erosion hazards and/or dynamic beach hazards, unless it has been demonstrated that the site has safe access appropriate for the nature of the development and the natural hazard. OFFICIAL PLAN The subject lands are currently designated ‘Low Density Residential’, ‘Medium Density Residential’ and ‘Open Space’, as per Schedules T-1 & T-2 of the Official Plan. Low Density Residential Areas are those lands that are primarily developed or planned for a variety of low rise, low density housing forms including single-detached dwellings, semi-detached, duplex or converted dwellings, quadraplexes, townhouses and low density cluster development. In these areas, it is intended that there will be a mixing and integration of different forms of housing to achieve a low overall density of use. It is not intended that the full range of housing will be permitted in every individual neighbourhood or development. The maximum net residential density in the Low Density Residential Designation is 30 units/ha (12 units/ac) and the minimum net residential density is 15 units/ha (6 units/ac). If the maximum number of units proposed (315) in the 15 low density residential blocks are developed, this would result in a net residential density of 29.9 units/ha (11.9 units/ac). Town and County Councils will be satisfied that the following criteria has been addressed: The location of vehicular access points, the likely impact of traffic generated by the proposal on Town streets and potential traffic impacts on pedestrian and vehicular safety and surrounding properties is acceptable; Existing municipal services and public facilities will be adequate to accommodate the proposed infill project; Page 447 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 5 of 21 Stormwater run-off from the proposal will be adequately controlled and will not negatively affect adjacent properties; Adequate off-street parking and outdoor amenity areas will be provided; The extent to which the proposed development provides for the retention of any desirable vegetation or natural features that contribute to the visual character of the surrounding area; The effect of the proposed development on environmental resources and the effects of environmental constraints on the proposed development will be addressed and mitigated in accordance with Section 3.2; Consideration of the potential effect of the development on natural and heritage resources and their settings; Compliance of the proposed development with the provisions of the Zoning By-Law and other municipal by-laws. Medium Density Residential areas are those lands that are primarily developed or planned for low profile multiple unit development that exceed densities established in Low Density Residential Districts. Residential uses within Medium Density Residential areas include townhouses, cluster houses, converted dwellings, and apartment buildings. The maximum net residential density in the Medium Density Residential area is 62 units per hectare (25 units per acre) and no building shall exceed four stories in height at street elevation. Within areas of new Medium Density Residential development, the minimum net residential density shall be 31 units per hectare (13 units per acre). The proposed medium density block would have a net residential density of approximately 43.9 units per hectare (17.8 units per acre). In addition to areas predominantly composed of existing or planned Medium Density Residential development as identified on Schedule T-2, any further designations will be consistent with the following location criteria: Sites which abut arterial or collector roads or which are situated such that movements from the site do not flow through any adjoining Low Density Residential area; Sites which are close to shopping, recreation, cultural and community facilities; Sites which are adjacent to commercial areas, Community Facilities or High or Medium Density Residential Areas. Any lands proposed for Medium Density Residential development not identified on Schedule “T- 2” will require an amendment to the Official Plan. In addition to the location policies identified, when considering proposals to designate lands for Medium Density Residential development, Town Council and County Council will be guided by the following site specific criteria: the size, configuration and topography of the site is such that there is sufficient flexibility in site design to mitigate adverse effects on the amenities and character of any adjacent Low Density Residential area through adequate buffering and screening; the location of vehicular access points and the likely effects of traffic generated by the proposal on Town streets has been assessed and is acceptable; adequate hard service capacity including water distribution, sanitary and storm sewers, power and gas distribution facilities is or will be available to accommodate the proposed development; off-street parking and outdoor amenity areas can be provided; and the effect of the proposed development on environmental resources or the effect of environmental constraints on the proposed development will be addressed and mitigated as outlined in Section 3.2. Page 448 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 6 of 21 The subject lands contain significant woodlands and valleylands. Section 3.2 of the Official Plan requires that where site alteration is occurring within or 50 m adjacent to Significant Valleylands or Significant Woodlands, that an Environmental Impact Study be prepared. New permitted uses, or expansions/enlargements to existing uses, buildings, or structures within or adjacent to a Natural Heritage designation that requires a Planning Act approval may be permitted if it can be demonstrated through an Environmental Impact Study (EIS), prepared to the satisfaction of the Municipality in accordance with the policies contained in Section 3.2 of this Plan, that there will be no negative impacts to the natural heritage features and/or their ecological functions. The policies of Section 10.3.3 (Plans of Subdivision and Condominium) provide that County and Town Council will evaluate applications for a plan of subdivision on the basis of the requirements of the Planning Act, as well as criteria including, but not limited to, the following: Conformity with the Official Plan; The availability of community services such as roads, water, storm and sanitary sewers, waste disposal, recyclable collection, public utilities, fire and police protection, parks, schools and other community facilities; The accommodation of Environmental Resources and the mitigation of environmental and human-made constraints; The reduction of any negative effects on surrounding land uses, transportation networks or significant natural features; The design of the plan can be integrated into adjacent developments, and; The design of the plan is to be compatible with the natural features and topography of the site, and proposals for extensive cut and fill will be discouraged. As a condition of draft plan approval, County Council will require an applicant to satisfy conditions prior to final approval and registration of the plan. The applicant will be required to meet the conditions of the draft approval within the specified time period, failing which, draft plan approval may lapse. Additionally, to provide for the fulfillment of these conditions, and for the installation of services according to municipal standards, County Council shall require the applicant to enter into a subdivision agreement with the area municipality and, where necessary, the County, prior to final approval of the plan. ZONING BY-LAW The subject lands are currently zoned ‘Future Development Zone (FD)’ in the Town Zoning By- Law, and the small portion of the subject lands within the Township of South-West Oxford are zoned ‘General Agricultural Zone (A2)’. The Zone Change application proposes to rezone the lands to ‘Special Low Density Residential Type 3 Zone (R3-sp)’, ‘Special Medium Density Residential Zone (RM-sp)’ and ‘Special Active Use Open Space Zone (OS2-sp)’ to facilitate the proposed Draft Plan of Subdivision. The proposed zoning provisions are denoted in the table below: Page 449 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 7 of 21 Proposed Zone Dwelling Type Site Specific Regulations R3-sp Single Detached Dwelling Permit increased lot coverage of 55% in lieu of maximum 40%; Reduce the required exterior side yard width from 6 m to 4.5 m. Reduce the required rear yard depth from 7.5 m to 6 m; Increase the permitted encroachment and projection for uncovered and covered decks into a required yard from 1.5 m to 3 m. R3-sp Semi- detached dwelling Permit increased lot coverage of 55 % in lieu of maximum 40%; Reduce the required exterior side yard width from 6 m to 4.5 m; Reduce the required interior side yard width from 3 m and 1.2 m to 1.2 m; Reduce the minimum lot area for a corner lot from 450 m2 to 410 m2; Reduce the minimum lot frontage for an interior lot from 10.5 m to 10 m; Reduce the minimum lot frontage for a corner lot from 15 m to 13 m; Increase the permitted driveway width to 55% of the lot frontage from 50%. R3-sp Street Fronting Townhouse Dwelling Reduce the minimum lot area from 240 m2 to 190 m2 for an interior unit; Reduce the minimum lot area from 330 m2 to 235 m2 for an end unit; Reduce the minimum lot frontage for an interior unit from 8 m to 6 m; Reduce the minimum lot frontage for an end unit from 11 m to 7.6 m; Reduce the minimum interior side yard width for end units from 3 m to 1.2 m; Reduce the minimum exterior side yard width from 6 m to 4.5 m; Increase the maximum permitted lot coverage from 40% to 55%; Increase the permitted encroachment and projection for uncovered and covered decks into a required yard from 1.5 m to 3 m; Increase the driveway area from 50% of lot frontage to 84%; Request that corner lots include a provision that the greater frontage be deemed the front lot line. Page 450 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 8 of 21 Proposed Zone Dwelling Type Site Specific Regulations RM-sp Multiple Unit Dwelling Allow multiple unit dwellings to front on a private street; Reduce the minimum lot depth from 30 m to nil; Reduce the minimum distance between multiple dwellings from 12 m to nil; Reduce the required interior side yard width from 4.5 m to 3 m; Reduce the minimum rear yard depth from 10.5 m to 3 m, except where the site abuts a residential lot, in which case the rear yard depth will be 6 m; Reduce the minimum front yard depth from 7.5 m to 6 m; Increase the maximum building height from 11 m to 13 m. OS2-sp Lots Abutting Open Space Blocks It is requested that all rear yards adjacent to open space blocks be zoned the OS2-sp in accordance with recommendation # 1 of the EIS. Permitted uses include private decks, porches and pergolas. Provision be included that any structures in this zone require an arborist report to ensure there are no adverse effects to the neighbouring woodlands. It is also requested that an additional residential unit be permitted on single detached dwelling lots under the proposed R3-sp zoning, provided that one additional parking space is provided for the ARU. Planning staff recommend that the proposed ‘Special Active Use Open Space Zone (OS2-sp)’ which is proposed for the rear yards that are adjacent to the open space blocks be rezoned to ‘Passive Use Open Space (OS1)’, which does not permit any buildings or structures, as recommended by the peer review of the EIS. The applicant’s proposal to permit structures such as decks and pools within the OS2-sp zone subject to providing an arborist report to the satisfaction of the Town is deemed by Town staff to be unworkable as the Town does not have the resources on staff to review arborist reports. It is recommended that Holding Provisions be utilized (as has been standard practice in the Town for draft plans of subdivision) to ensure that all appropriate development agreements are in place prior to the issuance of any building permits. AGENCY COMMENTS The Town of Tillsonburg Engineering Services Department provided the following comments: 0.3 m reserve must be provided in Block 7 to prevent access from the proposed condominium block; 0.3 m reserve must be provided where Street ‘H’ ends and meets up with SWOX; Paget municipal drain must be abandoned once the storm water infrastructure is present; Completion of the SWM pond in Lindprop Phase 1 (SB 21-07-7) is required prior to any development occurring within this draft plan; Streets I, C and Mallard should all have a 22.0m right of way; Page 451 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 9 of 21 Detailed SWMP may need to be revised as the SWMP provided in Lindprop Phase 1 contemplated a 65% impervious surface, including a typical driveway. With the new proposal and request of wider driveways from 50% to 80% that represent more impervious surface. If approved, please include the following as conditions of draft plan approval: a. The Owner agrees to satisfy all requirements, financial and otherwise, of the Town regarding the construction of roads, installation of services, including water, sewer, electrical distribution systems, street lights, sidewalks, and drainage facilities and other matters pertaining to the development of the subdivision in accordance with Town standards. b. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans and reports. c. Such easements as may be required for utility or drainage purposes outside of the public right-of-way shall be granted to the appropriate authority. The Town of Tillsonburg Parks Department indicated that the proposed parkland to be dedicated, shown as Block 18 in the proposed draft plan is not acceptable. These lands were identified in the EIS as wetlands and environmentally sensitive lands that have limited potential for park purposes. The applicant shall provide an alternate location for parkland dedication, in proximity to the proposed Medium Density Blocks on the eastern portion of the site. Town of Tillsonburg Building and By-Law Services provided the following comments: The applicant’s suggested OS2-sp zoning, which would permit an accessory structure within the recommended buffer area identified in the EIS subject to an arborist report is not feasible. Building staff do not have the expertise, and Town staff do not have the expertise or capacity to review arborist reports or arrange for them to be sent for peer review or for review to other 3rd parties. It is recommended that the zoning of these buffer areas be OS1 so that it is clear to future homeowners that no structures are permitted in these areas as per the submitted EIS. The Oxford County Public Works Department provided the following comments: Final watermain sizing of the proposed water distribution system within the development will be determined during detailed design to ensure domestic and fire flows will be provided throughout the subdivision. The owner shall be aware that the proposed Phase 2 will not advance unless an adequate watermain loop is installed to ensure security of supply. The County is currently in the process of completing a revised Water Master Plan. Results from this updated master plan in reference to this development will need to be reviewed once the results/recommendations are available. Requested conditions of approval from Oxford County Public Works Department have been included, as appropriate, in the recommended conditions of approval. Page 452 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 10 of 21 Long Point Region Conservation Authority provided the following comments: Staff can advise that blocks 1-15 are consistent with section 3.1 of the Provincial Policy Statement, 2020. LPCRA staff have no objections to the concept of the application. LPRCA staff have concerns regarding the proposed Official Plan Amendment, Zoning By-law Amendment and development in the north-east corner of the property. From the submitted application, there is not enough information to determine if the habitable dwellings would be subject to natural hazards or have safe access. To clarify, the proposed Official Plan Amendment, zone change and development regarding Block 16, (within block 20 in the north east corner) may be subject to natural hazards. Please see the attached map for clarification of the area of concern. Staff require additional information relating to the development and access in the north-east corner of the property to adequately review against the applicable section 3.1 policies of the PPS. LPRCA have reviewed the stormwater management design using the 2003 MECP Stormwater Management Planning and Design Manual, MTO Drainage Manual, LID Stormwater Management Manual, the sustainable technologies STEP website https://sustainabletechnologies.ca/, and the Municipal SWM guidelines. Staff have the following comments with regard to Stormwater Management: Road ponding is limited to 0.3m during major storm events. This is satisfactory. More details are anticipated for Area E2C in regard to its separate storm water system prior to approval of setbacks. The proposed development may be affected by the proposed roadway over the riverine. The construction of a roadway over the watercourse may have an effect on the floodplain upstream. The major flow system drains to the storm water pond, but its method of conveyance was not mentioned. The post development storm tributaries drawing illustrates the major flow will travel by road and enters the lots via maintenance trails. Please provide justification for how these walkways will be able to accommodate major flow. Storm water pond design should refer to the geotechnical recommendations when designing and constructing. Cross sections provided in the geotechnical report do not consistently reference the most concerning slopes. The setbacks should be adjusted to reflect the most severe slopes (i.e. the ravine finger between cross section C&D). The proposed phase 2 development location (in the north east corner) should be determined using the updated geotechnical setbacks. The utilization of the treatment train approach is suggested to improve run off water quality into the vulnerable aquifer region. The subject property is partially within the regulated area under Ontario Regulation 178/06. Any development within the regulated area requires a permit prior to development. This includes any grading or outlet structures. The Thames Valley District School Board indicated that the subject property and proposed Draft Plan of Subdivision is currently located within the attendance area boundaries of South Ridge Public School (Elementary – Junior Kindergarten to Grade 8) and Glendale High School (Secondary – Grade 9 to Grade 12). South Ridge Public School is operating at capacity and enrolment is expected to increase. Page 453 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 11 of 21 TVDSB requests that the following clause be included as a condition of draft plan approval for the proposed development: “The Owner shall inform all purchasers of residential lots by including a condition in all purchase and sale and/or lease agreements stating that the construction of additional public school accommodations is dependent on funding approval from the Ontario Ministry of Education. Therefore, the subject community may be designated as a “holding zone” by the Thames Valley District School Board and pupils may be assigned to existing schools as deemed necessary by the Board.” The Board regularly reviews accommodation conditions across all elementary and secondary schools and will provide updated comments as necessary. We would appreciate it if you could please keep us updated regarding this application. PUBLIC CONSULTATION Notice of complete application was provided to surrounding property owners on February 23, 2023, and notice of public meeting was issued on March 13, 2023 in accordance with the requirements of the Planning Act. At the time of writing this report, no comments have been received from the public. Planning Analysis The subject applications for Official Plan amendment, draft plan of subdivision approval and zone change propose to facilitate the development of a residential plan of subdivision in the Town of Tillsonburg. It is the opinion of staff that the proposal is consistent with the relevant policies of the Provincial Policy Statement. The proposed development is considered to be a form of infilling that promotes a mix of housing types and represents an efficient use of lands, municipal services and infrastructure within a designated settlement area, which is consistent with Sections 1.1.1, 1.1.3.1, 1.1.3.2, 1.1.3.3 and 1.4.3 of the PPS. The development also contributes to housing types and densities required to meet the projected requirements of current and future residents of the Town and the broader regional market area. With respect to the development of the Medium Density Block identified as Block 16 on the proposed draft plan, planning staff are of the opinion that it is premature to re-designate this block prior to confirmation being received from the Long Point Region Conservation Authority that the access and egress to the block is appropriate, and the natural hazards impacting the have been satisfactorily addressed. As this block has only one access that must traverse the existing watercourse, Planning staff recommend that the re-designation of this portion of the proposed subdivision plan be deferred until such time that confirmation is received that the challenges relating to natural hazards can be satisfactorily addressed. Transportation Impact Study The applicant submitted a Transportation Impact Study (TIS) prepared by Paradigm Transportation Solutions. The study evaluated the impacts on the transportation network that could potentially result from the development of the subject lands and adjacent developments. The study indicates that the intersections within the study area currently operate within acceptable levels of service, but notes that in 2027 background traffic conditions the eastbound shared through/ left-turn movement at the intersection of Broadway and North Street. Page 454 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 12 of 21 In 2027, with total traffic conditions, the westbound left-turn movement at the intersection of Broadway and North Street is forecast to operate with 95th percentile queues exceeding the available storage during the AM peak hour. The study recommended the following intersection improvements: Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.47 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. Based on the findings and conclusions of the study, it is anticipated that the proposed development can be accommodated within the Town’s existing street and road network, with the required additional storage being able to be accommodated within the existing streets. Noise and Vibration Feasibility Study A Noise and Vibration feasibility study was submitted in support of the proposed development due to the presence of the railway corridor to the east, and transportation noises from North Street East. The study concluded that the noise levels for dwellings near North Street could exceed the applicable noise limits; for these dwellings windows and the building envelope will need to be designed to provide acoustic mitigation. The study also identified that a berm, or combination berm and noise barrier will be required to be erected on the subject property, parallel to the railway ROW. The study also recommended a minimum setback of 40 m between the railway right of way and the residential building foundation to ensure that vibration from the railway is within appropriate limits. This setback could be reduced subject to further review and analysis once the building design and foundation type have been determined. It is expected that this 40 m setback to building foundations can be accommodated for Block 16, and will be confirmed through the site plan approval process. The study also recommended the use of standard warning clauses to be included in the subdivision agreement to provide appropriate disclosure and notice to future owners and purchasers. Environmental Impact Study An Environmental Impact Study was submitted in support of the application for draft plan approval, as the subject lands contain significant woodlands, valleylands, and fish habitat. The EIS reviewed the 0.08 ha of wetland and 2.29 ha of upland vegetation that is proposed for removal. The removals in the northwest corner of the subject property will facilitate the construction of a planned collector road to the proposed residential subdivision to the west, and father west to Broadway, as per Schedule T-4 of the Official Plan. The EIS included the 53 specific recommendations and mitigation measures to ensure there is a net environmental gain as required by the Official Plan, some of the recommendations include: Requirement for additional plantings and buffer areas; Requirement for tree protection fencing to be installed prior to any construction Page 455 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 13 of 21 commencing; Requirement for fish passage and terrestrial wildlife movements, including measures to avoid inadvertent harm to fish near the private water crossing; Requirement for erosion and sedimentation controls for pre and post construction near the proposed stormwater outlet; Preparation of a detailed planting plan with appropriate native species in recommended areas; Preparation of detailed plans for walkways and trails, to ensure there is no negative impact to existing woodland and natural features; Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; Monitoring of restoration areas/ plantings for two years after planting to ensure they have survived; Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; Preparation of lighting plan to minimize light trespass and avoid overlighting; Development of an educational homeowner brochure for lots backing onto the Natural Heritage feature and hedgerows. The peer review of the EIS recommended that further review and work be required for the portion of Block 16, north of the watercourse crossing, as the buffer in this area is only proposed to be 2 m and to provide more justification why other options in the mitigation sequence (avoid, minimize, mitigate) were not discussed. A condition of draft approval has been included to require that all recommendations and mitigation measures identified in the EIS be appropriately implemented, to the satisfaction of the Town of Tillsonburg and, where appropriate, the County of Oxford. Functional Servicing Report In support of the subject applications, the applicant submitted a Functional Servicing Report prepared by CJDL Consulting Engineers Limited. The report states that development of the subject property as an urban residential subdivision with full municipal and utility services is achievable, and that supporting municipal infrastructure in the Town of Tillsonburg is available to accommodate the expected growth. Watermains are currently located to the south of the property on Braun Avenue, North Street East, and Mallard Street. There are three proposed connection points to the existing municipal watermain network to serve the proposed development, and four potential watermain connection points for future development adjacent to the site. The existing watermain infrastructure may not accommodate the required fire flows for the development as proposed and the applicant has acknowledged the upgrades to the Fairview Booster Pumping Station, installation of a secondary outlet feed from the Fairview Booster Pumping Station, upsizing of the watermain from Bobolink Drive and Woodstock Drive, and expanding the existing boosted pressure zone is all required prior to the full build-out of the subject lands. Sanitary servicing is achievable and will occur through three proposed connections to the existing sanitary sewer network on Braun Avenue, Martin Street, and Mallard Street, which will convey flows to North Street East and ultimately the recently constructed Sanitary Pumping Station on North Street. All sanitary sewer servicing internal to the development will convey flows by gravity to their respective sanitary outlets. Page 456 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 14 of 21 Municipal storm sewers will be required to service the proposed residential development. Under post-development conditions, stormwater management for the majority of the site is proposed to be handled by one stormwater management wet pond that is included in the previous phase of the subdivision (SB 21-07-7). The wet pond is proposed to provide enhanced quality control and full quantity control up to the 100-year design storm. A detailed stormwater management report and modelling will be submitted with the detailed engineering design for the draft plan of subdivision. Official Plan Amendment and Draft Plan of Subdivision The proposed Official Plan Amendment will re-designate Block 16 of the Proposed Draft Plan of subdivision from Low Density Residential and Open Space to Medium Density Residential, to facilitate a future medium density townhouse development. It is proposed that the dwelling types included in this block are multiple unit dwellings, in the form of townhouses or stacked townhouses. As this block includes a private road, it is expected that it will be subject to a future draft plan of condominium application, providing for a different form of ownership and tenure than the freehold residential development that is predominant in the area. A preliminary site plan shows 222 units within the proposed medium density block, which would represent a net residential density of approximately 43.9 units per hectare, consistent with the permitted density of 30-62 units per hectare. In response to the Official Plan policy criteria for new medium density areas, planning staff note that the proposed Medium Density Block abuts a proposed collector road (Mallard Street) which is being designed with a 22.0 metre right-of-way. The proposed Medium Density block is reasonably close to shopping, recreation and cultural uses. Public trail linkages proposed through the draft plan of subdivision will provide a direct active transportation link for residents to the Trans Canada Trail and other neighbourhood parks in the vicinity. Shopping, including a food store, is located west of the subject lands. Other community serving uses including a fitness centre, gas station and religious institution are also located nearby. The block is expected to be adequately serviced from the new infrastructure in the proposed plan of subdivision, and is sufficiently large to provide required parking and amenity areas. No parking relief has been requested for the proposed medium density block. Planning staff are of the opinion that the policies respecting the designation of additional Medium Density Residential Areas have been generally addressed, with the exception of safe access and appropriate environmental mitigation regarding that portion of the block that is north of the watercourse. Long Point Region Conservation Authority staff have indicated that further detail and study is required to ensure that the proposed crossing of the watercourse will provide safe access and egress to the residential units proposed for this lands. Additionally, the peer review of the submitted EIS identified concerns with the proposed 2 m buffer to area. In light of this, Planning staff recommend that the portion of the lands proposed to be re-designated to Medium Density Residential north of the watercourse be deferred until it is demonstrated that the single access is safe, will accommodate access during a flooding event, and details can be provided to substantiate the reduced setbacks to natural features in this area. Planning staff recommend that at this time, the proposed re-designation only apply to lands south of the proposed watercourse crossing. Page 457 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 15 of 21 With regard to the policies of Section 10.3 of the Official Plan (Plans of Subdivision and Condominium) which require the developer to address a series of standard review criteria concerning the adequacy of servicing, environmental impacts, cultural resources, transportation networks and integration with surrounding developments, staff note that the required studies and reports have been received and reviewed through this Office and the recommendations of these reports can be satisfactorily addressed through the inclusion of appropriate conditions of draft approval. Within the low density residential area a mix of dwelling types is proposed including single detached dwellings, semi-detached dwellings and street fronting townhouse dwellings. Depending on the eventual unit types, the net residential density of the low density residential area could be 29.9 units per hectare, less than the maximum residential density of 30 units per hectare. Planning staff are of the opinion that proposal is generally in-keeping with the Plan of Subdivision policies of Section 10.3.3, and the policies of the Low Density Residential designation as the plan of subdivision will provide for a range of lot sizes and a mix of housing types that are integrated throughout the development, which is in keeping with low density residential policies. It is recommended that the zoning for the subdivision include holding provisions to ensure that once detailed engineering design drawings are prepared that identify the number and t ype of units, that Town and Planning staff have an opportunity to review the density of the proposed development to ensure it is within the permitted range of density in the Official Plan. With respect to parkland and parkland dedication, the lands proposed for parkland by the applicant are noted to be mostly wooded, containing wetland, and were identified in the EIS as being environmentally sensitive. Town staff have indicated that these lands are not acceptable for parkland dedication purposes as the lands are not suitable for park or active recreational use. The applicant has been working with Town staff to determine other options, including a land dedication with a supplemental cash in-lieu payment. Planning staff suggest that the ultimate location for the parkland can be determined through further detailed design and review, and suggest a condition of approval be included requiring the applicant to provide a suitable parkland dedication or cash-in-lieu of parkland, to the satisfaction of the Town. Proposed Zoning The requested zoning provisions for street-fronting townhouses will provide for increased building envelopes and smaller townhouse blocks and will reflect other recent townhouse developments in the Town, including townhouses in Northcrest Phase 2 and Northcrest Phase 1. The reduced exterior side yard width is not expected to impact traffic sightlines or safety as the corner lots will have appropriate daylighting triangles to preserve sightlines. The reduced minimum lot area, lot frontage, interior side yard and increased lot coverage are reflective of the four unit street-fronting townhouse block design and appropriate private amenity space will remain available, and the proposed relief can be considered appropriate to facilitate the development of freehold townhouse blocks. The reduced lot frontage, lot area and interior side yard width will continue to allow for 2 parking spaces to be provided for each unit (1 in the driveway and one within the private attached garage). The proposed increased driveway width will ensure that each townhouse unit, particularly the interior units have driveways sufficiently wide to accommodate two vehicles, and the occupants do not need to rely on the attached garage for parking purposes. The requested zoning provisions for the single detached dwellings and semi-detached dwellings would provide for increased lot coverages, reduced exterior side yard widths, reduced interior side yard widths, reduced rear yard depths, and increased permitted projections for uncovered and covered decks can be considered appropriate as the overall engineering design for the development will account for the increased lot coverages and the SWM facility will be designed to accommodate the proposed lot coverages. Page 458 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 16 of 21 No impacts to the planned road network are expected from the reduced exterior side yard widths as the site triangle requirements will continue to be respected. The reduced rear yard depths will continue to provide for appropriate outdoor amenity space, and the increased permitted projections for decks will provide for covered amenity space as appropriate. With respect to the proposed zoning request for the medium density blocks, Planning staff consider most of the requested provisions generally appropriate for the lands south of the watercourse. The requested reductions to the minimum distance between buildings can be considered appropriate as the spatial separation provisions of the Ontario Building Code more appropriately regulate the required separation between buildings, and the development of these blocks will be subject to site plan approval, where matters such as lot grading, servicing, access, parking, landscaping, and other matters are required to be addressed to the satisfaction of the Town and, where appropriate, the County. The proposed reductions to the minimum front and rear yard depths can be considered generally appropriate as the units will have direct access to a future private street, and units that are adjacent to other residential development will provide 6 m for amenity space and privacy purposes. The proposal will provide the required parking as per the current parking standards. It is recommended that the zoning for the northern portion of proposed block 16, north of the watercourse remain zoned ‘Future Development Zone (FD)’ at this time to allow the applicant to provide additional information and details to satisfy concerns about safe access and egress and to provide additional justification for the reduced buffer to natural areas, and to address the concerns raised by the Peer Review of the EIS about the proposed development in this area. Conclusions In light of the foregoing, Planning staff are satisfied that the proposed development is generally consistent with the policies of the Provincial Policy Statement and supports the strategic initiatives and objectives of the Official Plan. As such, staff are satisfied that the applications can be given favourable consideration, subject to the deferral of that portion of the Official Plan and Zoning amendments affecting the lands north of the watercourse, as discussed previously in this report. RECOMMENDATIONS 1. The Council of the Town of Tillsonburg approve in principle the zone change application (File No. ZN 7-22-15) submitted by Lindprop Corporation Inc, for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham) in the Town of Tillsonburg, specifically the lands south of the watercourse crossing on Block 16, to rezone the lands ‘R3-sp’, ‘RM-sp’, & ‘OS2’, with appropriate Holding Zones, to facilitate the proposed draft plan of subdivision; 2. That the Council of the Town of Tillsonburg advise County Council that the Town supports the application to amend the County Official Plan (File No. OP 22-19-7), submitted by Lindprop Corporation Inc., for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham) in the Town of Tillsonburg, specifically the lands south of the watercourse crossing on Block 16, to re-designate a portion of the subject lands from Open Space and Low Density Residential to Medium Density Residential to facilitate a future medium density residential block within a proposed draft plan of subdivision; Page 459 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 17 of 21 3. And further, the Council of the Town of Tillsonburg advise County Council that the Town supports the application for draft plan of subdivision, File No. SB 22-07-7, submitted by Lindprop Corporation Inc, for lands legally described as Part of Lots 4 & 5, Concession 10 (Dereham), in the Town of Tillsonburg, consisting of 15 blocks for low density residential development (consisting of single detached dwellings, semi-detached dwellings or townhouse dwellings), 1 block for future medium density residential development, 4 open space blocks, served by 5 new local streets and the extension of Martin Street, Braun Avenue, and Mallard Avenue, subject to the following conditions of draft approval: 1. This approval applies to the draft plan of subdivision submitted by Lindprop Corporation Inc, (SB 22-07-7) and prepared by CJDL Consulting Engineers, as shown on Plate 3 of Report No. CP 2023-82 and comprising Part of Lots 4 & 5, Concession 10 (Dereham) in the Town of Tillsonburg subject to the following modifications: a. Required modifications to implement parkland dedication in a suitable location and manner to the satisfaction of the Town; b. Required modifications to implement recommendations of the Peer Review of EIS completed by Beacon Environmental Inc, dated December 12, 2022. 2. The Owner shall enter into a subdivision agreement with the Town of Tillsonburg and County of Oxford. 3. The Owner agrees in writing, to install fencing as may be required by the Town, to the satisfaction of the Town of Tillsonburg. 4. The Owner agrees in writing, to satisfy all requirements, financial and otherwise, of the Town regarding construction of roads, installation of services, including water, sewer, electrical distribution systems, sidewalks, street lights, and drainage facilities and other matters pertaining to the development of the subdivision in accordance with the standards of the Town, to the satisfaction of the Town of Tillsonburg. 5. The subdivision agreement shall contain provisions indicating that prior to grading and issuance of building permits, a grading plan, servicing plan, hydro and street lighting plan, and erosion and siltation control plan, along with reports as required, be reviewed and approved by the Town, and further, the subdivision agreement shall include provisions for the owner to carry out or cause to be carried out any necessary works in accordance with the approved plans and reports, to the satisfaction of the Town of Tillsonburg. 6. The road allowances included in the draft plan of subdivision shall be dedicated as public highways, to the satisfaction of the Town of Tillsonburg. 7. The streets included in the draft plan of subdivision shall be named, to the satisfaction of the Town of Tillsonburg. 8. The subdivision agreement shall contain provisions requiring the Owner provide an overall Landscaping Plan depicting at least 1 tree per lot, in accordance with Tillsonburg’s Design Guidelines. The Town shall approve the species of tree to be planted. 9. The Owner shall convey in a suitable location and condition, parkland blocks to the Town to satisfy the parkland dedication requirements of the Planning Act. The Town may alternatively, at its sole discretion, opt for a combination of parkland dedication and cash- in-lieu of parkland, if deemed appropriate by the Town. Page 460 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 18 of 21 10. The Owner shall retain a Landscape Architect to prepare a landscape plan for the plan of subdivision, to the satisfaction of the Town of Tillsonburg. 11. Prior to the approval of the final plan by the County, all lots/blocks shall conform to the zoning requirements of the Town’s Zoning By-law. Certification of lot areas, frontages, and depths shall be provided to the Town by an Ontario Land Surveyor retained by the Owner, to the satisfaction of the Town of Tillsonburg. 12. Prior to the approval of the final plan by the County, the Owner shall agree in writing that all phasing of the plan of subdivision will be to the satisfaction of the Town of Tillsonburg and County of Oxford. 13. Prior to the approval of the final plan by the County, such easements as may be required for utility and drainage purposes shall be granted to the appropriate authority, to the satisfaction of the Town of Tillsonburg and County of Oxford Public Works. 14. The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Transportation Impact Study prepared by Paradigm Transportation Solutions Limited, April 2022. This will be completed to the satisfaction of the Town of Tillsonburg and the County of Oxford. 15. The Owner agrees in writing, to follow and implement all recommendations contained in the Geotechnical Investigation and Slope Stability Assessment, prepared by LDS Consultants Inc., dated August 2022, to the satisfaction of the Town of Tillsonburg and County of Oxford. 16. The Owner agrees in writing that prior to final approval, the Owner shall implement the recommendations of the Functional Servicing Report, prepared by CJDL Consulting Engineers, August 2022, to the satisfaction of the Town of Tillsonburg and County of Oxford. 17. The Owner agrees in writing to update as required, and implement the noise mitigation measures that were identified in the Noise Assessment Report prepared by Soft dB, dated April 2021, to the satisfaction of the Town of Tillsonburg and County of Oxford. 18. The Owner agrees in writing to implement all recommendations, mitigation measures, monitoring programs contained in the Environmental Impact Study, prepared MTE Consultants Inc., dated August 2022 and the resulting peer review, to the satisfaction of the Town of Tillsonburg and County of Oxford. Specifically, this includes: a) Recommendations 1 through 53 for mitigation measures and compensation b) Requirement for additional plantings and buffer areas; c) Requirement for erosion and sedimentation controls for pre and post construction near the proposed stormwater outlet; d) Preparation of a detailed planting plan with appropriate native species in recommended areas; e) Preparation of detailed plans for walkways and trails, to ensure there is no negative impact to existing woodland and natural features; f) Tree protection plan be submitted with the detailed lot grading plan, depicting size, species and condition of trees to be removed and trees to be protected; Page 461 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 19 of 21 g) Monitoring of restoration areas/ plantings for two years after planting to ensure they have survived; h) Inclusion of chain link fencing along rear lot lines adjacent to natural heritage features; i) Development of an educational homeowner brochure for lots backing onto the Natural Heritage feature and hedgerows; j) Development of appropriate construction and post-construction monitoring plans. 19. The Owner agrees in writing, to satisfy all the requirements, financial and ot herwise, including payment of applicable development charges, of the County of Oxford regarding the installation of the water distribution system, the installation of the sanitary sewer system, and other matters pertaining to the development of the subdivision, to the satisfaction of County of Oxford Public Works. 20. The subdivision agreement shall make provision for the assumption and operation of the water and sewage system within the draft plan of subdivision by the County of Oxford, to the satisfaction of County of Oxford Public Works. A CAD file of the watermain layout for the entire development showing the water main location, hydrants, valves, street and lot fabrics will be required so that it can be integrated into the County’s water modeling. 21. The Owner agrees in writing, to prepare and submit for approval from County of Oxford Public Works, detailed servicing plans designed in accordance with the County Design Guidelines, to the satisfaction of County of Oxford Public Works. 22. Prior to the final approval of the subdivision plan, the Owner shall receive confirmation from the County of Oxford Department of Public Works that there is sufficient capacity in the Tillsonburg water and sanitary sewer systems to service the plan of subdivision. Confirmation shall be given in accordance with the “Protocol for Allocation of Water and Sewage Capacity for Development”. 23. The Owner agrees that prior to registration of each phase of development, the Owner shall demonstrate to the satisfaction of the County of Oxford that each phase shall be serviced with two independent water supply points to provide for adequate redundancy and looping for domestic and fire protection services. 24. The Owner agrees in writing to provide a road widening to be conveyed to the County of Oxford, along the entire frontage of North Street East to provide for a 13 m right of way width from the centerline of the road, free of all encumbrances and costs, to the satisfaction of the County of Oxford. 25. Prior to the signing of the final plan by the County of Oxford, the owner shall submit an archaeological assessment of the subject property and mitigate, through preservation or resources removal and documentation, adverse impacts to any significant archaeological resources found. No grading or other soil disturbances shall take place on the subject property prior to the issuance of a clearance letter by the Ministry of Culture confirming that all archaeological resource concerns have met licensing and resource conservation requirements. 26. The subdivision agreement shall contain a provision directing the owner and all future owners of properties within the draft plan to include the following environmental warning clause in all purchase and sale agreements: Page 462 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 20 of 21 “Purchasers are advised that dust, odour, noise and other emissions from normal agricultural activities conducted in the periphery of the subject lands, in the Township of South-West Oxford, may be of concern and may interfere with some residential activities”. 27. Prior to the approval of the final plan by the County, the Owners shall secure clearance from the Long Point Region Conservation Authority (LPRCA), indicating that final lot grading plans, soil conservation plan, and stormwater management plans have been completed to their satisfaction. 28. Prior to the approval of the final plan by the County, the Owner shall agree in writing to inform all purchasers of residential lots by including a condition in all purchase and sale and/or lease agreements stating that the construction of additional public school accommodations is dependent on funding approval from the Ontario Ministry of Education. Therefore, the subject community may be designated as a “holding zone” by the Thames Valley District School Board and pupils may be assigned to existing schools as deemed necessary by the Board. 29. Prior to the approval of the final plan by the County, the Owner shall agree in writing to satisfy the requirements of Canada Post Corporation with respect to advising prospective purchasers of the method of mail delivery; the location of temporary Centralized Mail Box locations during construction; and the provision of public information regarding the proposed locations of permanent Centralized Mail Box locations, to the satisfaction of Canada Post. 30. Prior to the approval of the final plan by the County, the Owner shall agree in writing, to satisfy the requirements of Enbridge Gas that the Owner/developer provide Enbridge Gas Limited with the necessary easements and/or agreements required for the provisions of gas services, to the satisfaction of Enbridge Gas Limited. 31. Prior to the approval of the final plan by the County, the County of Oxford shall be advised by the Town of Tillsonburg that Conditions 2 to 18 (inclusive), have been met to the satisfaction of the Town. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 32. Prior to the approval of the final plan by the County, the Owner shall secure clearance from the County of Oxford Public Works Department that Conditions 12 to 24 (inclusive), have been met to the satisfaction of County Public Works. The clearance letter shall include a brief statement for each condition detailing how each has been satisfied. 33. Prior to the approval of the final plan by the County, the Owner shall provide a list of all conditions of draft approval with a brief statement detailing how each condition has been satisfied, including required supporting documentation from the relevant authority, to the satisfaction of the County of Oxford. 34. This plan of subdivision shall be registered within three (3) years of the granting of draft approval, after which time this draft approval shall lapse unless an extension is authorized by the County of Oxford. Page 463 of 876 Report No: CP 2023-82 COMMUNITY PLANNING Council Date: March 27, 2023 Page 21 of 21 SIGNATURES Authored by: Eric Gilbert, MCIP, RPP Senior Planner Approved for submission: Gordon K. Hough, RPP Director Page 464 of 876 February 3, 2023 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 4090 Notes NAD_1983_UTM_Zone_17N 205 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500) Plate 1: Location Map with Existing Zoning File Nos. OP 22-19-7, SB 22-07-7 & ZN 7-22-15- Lindprop Corp Part Lots 4 & 5, Concession 10 (Dereham) - 112 North Street East, Town of Tillsonburg Subject Property Cranberry Road Braun Avenue Tanager Drive North Street East Page 465 of 876 February 3, 2023 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. This is not a plan of survey Legend 4090 Notes NAD_1983_UTM_Zone_17N 205 Meters Zoning Floodlines Regulation Limit 100 Year Flood Line 30 Metre Setback Conservation Authority Regulation Limit Regulatory Flood And Fill Lines Land Use Zoning (Displays 1:16000 to 1:500)Cranberry Road Tillson Avenue North Street East Tanager Drive Subject Property Plate 2: 2020 Aerial Map File Nos. OP 22-19-7, SB 22-07-7 & ZN 7-22-15- Lindprop Corp Part Lots 4 & 5, Concession 10 (Dereham) - 112 North Street East, Town of Tillsonburg Braun Avenue Page 466 of 876 TTTTTTTTTTTTTTTTTTTTTT1 2 3 4 5 6 7 8 952536365674344 45 6247 101112131415 16 17181920212223363738394041424648495051 54 55 56 57 58 59 60 61 6466686970717273747576 77 78 79 80 81 82 83 84 85 86 87 888990919293949596 97 98 99 100101102103 242526292827323130353433BLOCK 108 BLOC K 1 0 5 BLOCK 104BL O C K 1 0 7BLOCK 106BLOCK 109 41M - XXX 41M - XXX 41M - XXX 41M - XXX 41M - XXX41M - XXX41M - XXX41M - XXX41M - XXXPHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 1 PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 2 PHASE 2 PHASE 2 PHASE 1 BLOCK 18 BLOCK 13BLOCK 2BLOCK 1BLOCK 3BLOCK 4BLOC K 5BLOCK 7BLOCK 8BLOCK 9BLOCK 10BLOCK 11BLOCK 12BLOCK 5 BLOCK 6 BLOCK 14 BLOCK 15 BLOCK 20 BLOCK 17 BLOCK 16BLOCK 16BLOCK 21BLOCK 19HUNTLEY AVENUECURREN CRESCENTCOULTHARD STREETLIVINGST O N D R I V EROBIN ROADWOODCOCK DRIVE OWL D RI V ECARDINAL COURTTANAGER DRIVEFALCON ROADTANAGER D R I V E OXFORD COUNTY RAIL TRAILNORTH ST R E E T E A S T CHARLES S T R E E T NELSON S T R E E T CLARKE S T R E E T VANCE DRIVECOUNTY ROAD No. 53COUNTY R O A D N o . 2 0CRANBERRY ROADNORTH ST R E E T E A S T COUNTY R O A D N o . 2 0 HUNTLEY AVENUECURREN CRESCENTCOULTHARD STREETLIVINGST O N D R I V E C A N A D I A N P A C I F I C R A I LW A Y MARTIN STREETMARTIN STREETCANAR Y S T R E E T CANARY S T R E E T LARK STREETLARK STR E E T KEBA CRE S C E N TKEBA CRESCENTKEBA CRESCENTBRAUN AVENUETOWNSH I P O F S O U T H - W E S T O X F O R D TOWN OF T I L L S O N B U R G CANADIAN PACIFIC RAILWAYROTATION -11° N SITE SCALE: 1:10,000 KEY PLAN TOWNSHIP OF SOUTHWEST OXFORD TOWN OF TILLSONBURG CULTIVATED LANDS FUT U R E D E V EL O P M E N T DRA F T PL A N S B21-07-7STREET ' I 'TANAGER DRIVEMARTIN STREETSTREET 'G' CULTIVATED LANDS EXISTING RESIDENTIAL PLAN PREPARED BY:Cyril J. Demeyere Limited P.O. Box 460, 261 Broadway Tillsonburg, Ontario. N4G 4H8 Tel: 519-688-1000 866-302-9886 Fax: 519-842-3235 cjdl@cjdleng.com JOB No. 23043 DRAFT PLAN OF SUBDIVISION PART OF LOTS 4 AND 5 CONCESSION 10 GEOGRAPHIC TOWNSHIP OF DEREHAM IN THE TOWN OF TILLSONBURG AND TOWNSHIP OF SOUTH-WEST OXFORD COUNTY OF OXFORD DATE: 29 AUG 2022 N SCALE: 1:1250 LAND USE SCHEDULE DESCRIPTION LOTS/BLKS. UNITS AREA (ha) Residential 1 - 15 Park 18 Medium Density Residential 16 537 28.67 3.84 315 10.54 1.75 5.06 Total Roads BRAUN AVENUE, MALLARD STREET, MARTIN STREET, STREET 'B', STREET 'C', STREET 'E', STREET 'G', STREET 'H', STREET 'I', STREET 'J' Open space 19 - 21 6.75 TOWNSHIP OF SOUTHWEST OXFO R D TOWN OF TILLSONBURG BRAUN AVENUECANARY STREETMARTIN STREETMALLARD STREET EXISTING PARK EXISTING PARK BRAUN AVENUEBRAUN AVENUECANADIAN PACIFIC RAILWAYCANADIAN PAC IF IC RA ILWAY ADJACENT LANDS OWNED BY APPLICANT (LINDPROP CORP.) UNDER PLANNING APPLICATION SB21-07-7 EXISTING RESIDENTIALEXISTING RESIDENTIAL NORTH STREET EAST - COUNTY ROAD 20 OXFORD COUNTY RAIL TRAILFUTURE DEVELOPMENTDRAFT PLAN SB22-03--7FUT U R E D E V EL O P M E N T D R A F T PL A N S B21-07-7STREET 'H'STREET 'J'MALLARD STREETSTREET 'E'Passive Use to Block 16 17 0.73 STREET 'B'STREET 'D'STR E E T ' C 'STREET 'F ' FUT U R E D E V EL O P M E N T DRA F T PL A N S B21-07-7 222 CULTIVATED LANDS FUTURE DEVELOPMENTDRAFT PLAN SB21-06-7CARDINAL COURTSTORMWATER MANAGEMENT AREA WO O D E D L A N D SWOODED LANDSWATER COURSEWATER COURSEWOODED LANDSCOULTHARD STREETW O O D E D L A N D S PAR K EXISTING RESIDENTIAL EXISTING RESIDENTIAL STREET 'A'I:\ACAD Projects\2023\23043\01-Model\23043_Draftplan.dwg, 2022-08-29 4:01:25 PM, CJDLPC38Plate 3: Proposed Draft Plan of Subdivision File Nos. OP 22-19-7, SB 22-07-7 & ZN 7-22-15- Lindprop Corp Part Lots 4 & 5, Concession 10 (Dereham) - 112 North Street East, Town of Tillsonburg Page 467 of 876 30 - Aug -22 Page 468 of 876 Page 469 of 876 Page 470 of 876 Page 471 of 876 Page 472 of 876 CONNECTED ENRICHED. INSPIRED. FILE NO: ZN J -d;).-{S DATE RECEIVED: ,:;>0 -� -;};;).-, 1.Registered Owner(s): Name: (Jo hn Spina) -Lin dpro p Co rp. TOWN OF TILLSONBURG APPLICATION FOR ZONE CHANGE Phone: Residence: --------- Address: Lindpro p Co rp. 7681 Highway 27, U n it 16, Woodbridge, ON Business: 519-265-1976 x2200 Fax: ----------- Postal Code: _____ L4 ___ L __ 4 ___ M ___ 5 __________ _ Applicant (if other than registered owner): Name: Pe te r Pe nne r (CJDL Con sul tin g Enginee rs) Address: 261 Bro adway, Box 460, Tillson burg, ON E -ma i I: jo hn@mdtrgro up.com Phone: Residence: 519-842-0107 (Ce ll) Business: 519-688-1000 Fax: ----------- Postal Code: __ N ___ 4 ___ G _____ 4H ___ 8 __________ _ E -ma i I: ----""pp"""'e'-'-n""'n=er"'@"""c"'"jd""l""en ... g .... ca..ao""'m-'------------ Solicitor or Agent (if any): Name: Phone: Business: ---------------------- Address:------------------------Fax: __________ _ Postal Code: ____________ _ E-mail: ___________________ _ All communications will be sent to those listed above. If you do not wish correspondence to be sent to the D Owner, D Applicant, or D Solicitor/Agent, please specify by checking the appropriate box. Name and address of any holders of any mortgage, charges or other encumbrances (if known): 2.Subject Land(s): a) Lo cation: Municipality �T�il=ls=on=b�u=rg __________ _ Concession No. �1 =0 ___________ _ Registered Plan No. _4 _1_M_-3_7_8 ________ _ Reference Plan No. ___________ _ former municipality To wn ship of Dere ham Lot( s) Part of Lots 4 an d 5 Lot(s) _________________ _ Part(s) _________________ _ The proposed lot is located on the _n ___ o ___ rt ___ h ________ side of ___ N�o ___ rt=h _______ Street, lying between Tanage r Drive Street and Cranberry Ro ad Street. Street and/or Civic Address (911#): ____ 1 ___ 12 ______________________________ _ b)Official Plan Designation:Existing: Re siden tial & Ope n-Space (Sc he dule T-1), Lo w & Me dium-Density Re side ntial (Sc he dule T-2) Proposed: Re siden tial & Open-Space (Sc he dule T-1 ), Lo w & Me dium -De nsity Re side ntial (Sche dule T-2) If the proposed designation is different than the existing designation, has an application for Official Plan Amendment been filed with the County of Oxford? D No � Yes FOR OFFICE USE ONLY DATE PRESCRIBED INFORMATION COMPLETE REV.APR16 30 - 08 - 22 Page 473 of 876 Page 474 of 876 Page 475 of 876 Page 476 of 876 Page 1 30 August 2022 23043 Tillsonburg Customer Service Department 10 Lisgar Avenue Tillsonburg, Ontario N4G 5A5 RE: LINDPROP SUBDIVISION – PHASE 2 ZONING COVER LETTER TOWN OF TILLSONBURG ATTENTION: MR. ERIC GILBERT, MCIP, RPP, M Sc., SENIOR PLANNER Dear Sir: This letter is to summarize the Zoning Bylaw Amendment application for the Lindprop Subdivision. Several site-specific provisions are required to facilitate the proposed development, as summarized below: Single Detached Dwelling – R3-XX Provision Required Proposed Exterior Side Yard, min 6.0m 4.5m Rear Yard, min 7.5m 6.0m Lot Coverage, max 40%55% Permitted Encroachment for Uncovered and Covered Deck 1.5m 3.0m Semi-Detached Dwelling – R3-XX Provision Required Proposed Lot Area, min 450m2 (Corner Unit)410m2 (Corner Unit) Lot Frontage, min 10.5m (Interior Unit) 15.0m (Corner Unit) 10.0m (Interior Unit) 13.0m (Corner Unit) Exterior Side Yard, min 6.0m 4.5m Interior Side Yard, min 1.2m & 3.0m 1.2m Lot Coverage, max 40%55% Driveway Area of the Front Yard or Lot Frontage, max 50%55% Permitted Encroachment for Uncovered and Covered Deck 1.5m 3.0m □ Fax □ Mail □ Deliver □ Courier e-mail Page 477 of 876 Page 2 Street-Fronting Townhouse Dwellings – R3-XX Provision Required Proposed Lot Area, min 240m2 (Interior Unit) 330m2 (End Unit & Corner Unit) 190m2 (Interior Unit) 235m2 (End Unit & Corner Unit) Lot Frontage, min 8.0m (Interior Unit) 11.0m (End Unit) 6.0m (Interior Unit) 7.6m (End Unit) Exterior Side Yard, min 6.0m 4.5m Interior Side Yard, min 3.0m 1.2m Lot Coverage, max 40%55% Permitted Encroachment for Uncovered and Covered Deck 1.5m 3.0m Driveway area of the front yard or lot frontage, max 50%84% We request that the site-specific zoning for Corner Townhouse lots include a provision that the longer corner property line be deemed to be the front lot line. Medium Density – RM-XX It is requested that street fronting townhouse dwellings and multiple unit dwellings may front on a private street within this RM-XX zone. It is requested that notwithstanding any provisions of amendments requested to the contrary, that all Medium Density (RM) street fronting townhouse provisions shall not apply and that all street fronting townhouse dwellings shall adhere to the multiple unit dwelling provisions within this RM-XX zone. It is requested that notwithstanding any provisions of amendments requested to the contrary, the Medium Density (RM) lot depth minimum of 30.0m shall not apply within this RM-XX zone. It is requested that notwithstanding any provisions of amendments requested to the contrary, the provisions of Section 9.2.1 (Distance Between Multiple Unit Dwellings on One Lot) shall not apply within this RM-XX zone. It is requested that notwithstanding any provisions of amendments requested to the contrary, the allowable minimum setback of buildings from the medium-density site limits will be 3.0m, apart from the front yard, as noted in the table below, and any location where the site limit abuts a residential lot, in which case the required setback will be 6.0m. Provision Required (Multiple Unit Dwelling)Proposed Front Yard, min 7.5m 6.0m Height of Building, max 11.0m 13.0m General Agricultural – A2 (Block 17) It is acknowledged that Block 17 falls within the Township of South-West Oxford and is currently designated General Agricultural (A2) under Zoning By-Law 25-98. It is requested that Block 17 remain zoned General Agricultural (A2), as it is to remain wooded with no development to occur in this area. It is requested that Block 17 become part of the neighbouring condominium area and remain unaltered as an open wooded area. Page 478 of 876 Page 3 Active Use Open Space – OS2-XX (Rear Yards) It is requested that all rear yards within the protective zoning limits shown on the attached Overall Zoning Figure, be zoned a site-specific active use open space (OS2- XX). This is in conformance with recommendation no. 1 of the Environmental Impact Study (EIS) completed for the site by MTE Consultants. It is requested that within this OS2-XX area of rear yards, uses permitted include private decks, porches and pergolas. It is requested that a provision be included within this OS2-XX area to indicate any structures erected in this zone require an arborist report to ensure there are no adverse effects to the neighbouring woodlands. Other Amendments It is requested that the Medium Density Residential (RM) area within the Lindprop Phase 1 limits be re-zoned to the site specific R3-XX zoning, as detailed above, to match the site- specific zoning for Phase 2, as shown on the Overall Zoning Figure attached. It is requested that general provision 5.29 SIGHT TRIANGLES not be applicable to this development. The required setbacks, in conjunction with the sight triangles defined by the street lines, i.e. property lines, will ensure that required visibility is maintained at the intersection of two intersecting street lines. All sight triangles provided on the Draft Plan have been sized in accordance with the current Town of Tillsonburg Draft Design Standards (Feb. 2022). It is requested that a provision be included that “additional residential units” (ARU) as defined under the Planning Act, R.S.O. 1990, c. P.13, O. Reg 299/19, be permitted on single- detached lots under the proposed R3 zoning with no additional amendments required providing the following: Each additional residential unit shall have one parking space that is provided and maintained for the sole use of the occupant of the ARU. A parking space that is provided and maintained for the sole use of the occupant of an additional residential unit may be a tandem parking space. It is confirmed that the SWM Design is based on the total impervious surface area of 65% to account for 55% Lot Coverage, shed coverage (10 sq. metres/shed) and typical driveway coverage. If there are any questions, please do not hesitate to contact this office. Yours very truly, Peter Penner, P. Eng. PJP/avm c.c.Mr. Shayne Reitsma, Manager of Engineering, Town of Tillsonburg Mr. Thomas Louws, Development Engineering Technician, Town of Tillsonburg Mr. Reuben Davis, Supervisor of Engineering Services, Oxford County Mr. John Spina, Lindprop Corp. Mr. Steven Ramjass, Lindprop Corp. Page 479 of 876 30 - Aug - 22 Page 480 of 876 North St E Page 481 of 876 Page 482 of 876 Page 483 of 876 Page 484 of 876 Page 485 of 876 MDTR GROUP AUGUST 2022 PLANNING JUSTIFICATION REPORT In Support of an Official Plan and Zoning By-law Amendment Lindprop Corp. 112 North Street East Tillsonburg Prepared by Steven Ramjass, Planner Prepared for Page 486 of 876 MDTR Group August 2022 1 Planning Justification Report Lindprop Corp. Town of Tillsonburg TABLE OF CONTENTS Purpose of the Report………………………………………………………………2 Background……………………………………………………………………………3 Site Description………………………………………………………………………3 Surrounding Land Use…………………………………………………………………3 Planning Process………………………………………………………………………4 County of Oxford Growth Management………………………………………………4 Official Plan Amendment – Town of Tillsonburg Land Use Policies…………………5 Planning Policy Context………………………………………………………………6 Provincial Policy Statement (2020)……………………………………………………6 Oxford County Official Plan (March 2021 Consolidation)……………………………8 Conclusion………………………………………………………………………….11 Appendix A…………………………………………………………………………12 Figure 2: Schedule T2 Town of Tillsonburg Residential Density Plan………………13 Figure 3: Schedule T-1 Town of Tillsonburg Land Use Plan………………………14 Page 487 of 876 MDTR Group August 2022 2 Planning Justification Report Lindprop Corp. Town of Tillsonburg PURPOSE OF THE REPORT Lindprop Corp., is the Owner of lands known municipally as 112 North Street East. Draft approval for 244 units was received in 2021 for Phase One from Oxford County and the Town of Tillsonburg. Lindprop Corp. will be filing an application for draft approval of the remaining lands not included in Phase One. This report is being written in support of the Official Plan Amendment Amendment required to achieve the proposed development. The objectives of the OPA: 1. Redesignation of a portion of the Open Space area in the northeast section of the Subject Lands to residential, specifically Medium Density Residential. 2. Redesignation of the Medium Density Area currently in the southeast corner of Phase One, as a Low-Density Area 3. Redesignation of the easterly limits of the Subject Lands as Medium Density (approx. 3.4ha) Page 488 of 876 MDTR Group August 2022 3 Planning Justification Report Lindprop Corp. Town of Tillsonburg BACKGROUND Site Description The Subject Lands consists of a parcel of land located on the north side of North Street, Oxford Road 20, between Falcon Road and Tillson Avenue, Town of Tillsonburg. A portion of the parcel received draft approval in 2008 and a plan of subdivision was registered in 2022 (Northcrest Phase 2 Subdivision). A draft approval for 244 units on a portion of the remaining lands was received in 2021 (Lindprop Phase One) and is presently undergoing detailed design. A minor redline Draft Plan Application is being submitted for Phase One to define the limits of the proposed residential lots. The remainder of the original parcel consisting of 58.7 ha is the subject of the current application. The Subject lands are legally described as Part of Lots 4 and 5, Concession 10, Town of Tillsonburg, County of Oxford. The parcel is irregular in shape and was previously an active agricultural field with a railway line running along the eastern edge of the property. There exists single family residential lots adjacent to North Street and an Open Space area along the railway line with a water feature running through it. Surrounding Land Use North: To the north are existing agricultural lands. These lands are outside the boundaries of the Town of Tillsonburg. West: To the west is the existing Rolling Meadows Subdivision and the newly proposed Rolling Meadows Subdivision. South: To the south there exists North Street and single-family residences on the north side of North Street East: To the east are Canadian Pacific Railway lands and the Oxford County Rail Trail Page 489 of 876 MDTR Group August 2022 4 Planning Justification Report Lindprop Corp. Town of Tillsonburg PLANNING PROCESS County of Oxford Growth Management The OPA will comply with the County of Oxford Growth Management Policies that outlines where anticipated population growth and economic development will take place across eight area municipalities (refer to Figure 1: Schedule C-3 County of Oxford Settlement Strategy). The Subject Lands are designated as Large Urban Centres where new development necessary to accommodate growth will take place. Figure 1: Schedule C-3 County of Oxford Settlement Strategy Page 490 of 876 MDTR Group August 2022 5 Planning Justification Report Lindprop Corp. Town of Tillsonburg Official Plan Amendment – Town of Tillsonburg Land Use Policies As noted previously, the following planning instruments are required to facilitate and implement the proposed development and have been submitted to the County for approval. An amendment to the Oxford County Town of Tillsonburg Land Use Policies Schedule T-2 Residential Density Plan is required to implement the proposed development. A condominium block is proposed along the east side of the site and connecting to the northeast corner of the property. The eastern portion of the condominium is conceptually proposed as stacked townhomes, with the northeastern area being proposed as street-fronting townhomes fronting on a private road. The amendment will seek to move the location of the Medium Density Residential area to east side and northeast area of the site. This will allow the southeast corner to be redesignated as Low Density Residential. The overall Medium Density Area will be increased. The existing area designated Medium Density Residential on this site is 2.8ha, and the proposed Medium Density area is 5.1ha. Please refer to Appendix A Figure 2 for approximate existing and proposed residential density areas. The redesignation of a portion of the Open Space Area was reviewed by the supporting studies including the Environmental Impact Study (EIS), Noise & Vibration Study, Functional Servicing Report and Traffic Impact Assessment (TIA), described later in this report refer to Appendix A Figure 3. Page 491 of 876 MDTR Group August 2022 6 Planning Justification Report Lindprop Corp. Town of Tillsonburg PLANNING POLICY CONTEXT Provincial Policy Statement (2020) This section demonstrates that the proposed development on the Subject Lands is consistent with the policies of the Provincial Policy Statement. The following policies are being referenced: The PPS promotes the efficient use of land and supports sustainability by promoting strong, liveable and healthy communities that facilitate economic growth. Policy 1.1.1 specifically states that: Healthy, liveable and safe communities are sustained by: a) promoting efficient development and land use patterns which sustain the financial well‐being of the Province and municipalities over the long term; b) accommodating an appropriate market‐based range and mix of residential types (including single‐detached, additional residential units, multi‐unit housing, affordable housing and housing for older persons), employment (including industrial and commercial), institutional (including places of worship, cemeteries and long‐term care homes), recreation, park and open space, and other uses to meet long‐term needs; c) avoiding development and land use patterns which may cause environmental or public health and safety concerns; d) avoid development and land use patterns that would prevent the efficient expansion of settlement areas; e) promoting the integration of land use planning, growth management, transit‐supportive development, intensification and infrastructure planning to achieve cost‐effective development patterns, optimization of transit investments, and standards to minimize land consumption and servicing costs; f) improving accessibility for persons with disabilities and older persons by addressing land use barriers which restrict their full participation in society; g) ensuring that necessary infrastructure and public service facilities are or will be available to meet current and projected needs. Section 1.4 of the PPS provides direction to municipalities on accommodating a suitable range and mix of housing types and densities that meet the anticipated requirements for existing and future residents. Policy 1.4.1 expressly states: Page 492 of 876 MDTR Group August 2022 7 Planning Justification Report Lindprop Corp. Town of Tillsonburg To provide for an appropriate range and mix of housing options and densities required to meet projected requirements of current and future residents of the regional market area, planning authorities shall: a) maintain at all times the ability to accommodate residential growth for a minimum of 10 years through residential intensification and redevelopment and if necessary lands which are designated and available for residential development; b) maintain at all times where new development is to occur, land with servicing capacity sufficient to provide at least a three‐year supply of residential units available through lands suitably zoned to facilitate residential intensification and redevelopment and land in draft approved and registered lands. The proposed development is on lands that are intended for the intensification of residential uses in the Oxford County Official Plan and is currently an undeveloped parcel. Approval of the OPA will contribute to an appropriate range and mix of housing options in the Town of Tillsonburg as it will result in a greater area allocated to the Medium Density Area and an enhancement to the type of housing in the Low-Density Areas through the proposed condo block in the northeast Open Space Area. This will assist in meeting the long‐term growth targets that the County are required to maintain under Provincial direction. Section 2 of the PPS promotes environmental health and social well‐being within the context of managing natural and cultural heritage resources in the interest of Ontario’s long‐term prosperity by exploiting their economic, environmental and social benefits. With respect to natural and environmental areas, section 2.1.1 expressly states: Natural features and areas shall be protected for the long term. There are natural features next to the proposed condo block in the northeast along the CPR line. They have been accessed within the EIS completed by MTE in support of the Official Plan Amendment. The EIS outlined that there are no significant woodlands within the 1.70ha that is proposed for the northeast portion of the condo block. The surrounding woodlands will be protected to the greatest extent possible outlined in the MTE Report including 1.23ha of re-planting. A proposed private road through the Significant Woodland to access the northeast portion of the condo block will result in the removal of 0.26ha of woodland. The road will align with the CPR rail line to avoid fragmenting the Significant Woodland and to minimize disturbance of the feature. Section 2.1.7 of the PPS prohibits development and site alteration within the habitat of endangered or threatened species and specifically states: Development and site alteration shall not be permitted in habitat of endangered Page 493 of 876 MDTR Group August 2022 8 Planning Justification Report Lindprop Corp. Town of Tillsonburg species and threatened species, except in accordance with provincial and federal requirements. The proposed condo block in the Open Space area will not displace any existing species native to the area. The proposed private road will cross the existing watercourse and will be designed to accommodate fish passage as well as terrestrial wildlife movements along the vegetated edges of the waterway. Additionally, there are bat species that are assumed to be present within the wooded areas surrounding the proposed condo block that will be protected as outlined in the MTE Report. Furthermore, mitigation for removal of bat maternity roost habitat will be determined in consultation with the MECP. Section 2.1.8 of the PPS provides direction on development on or adjacent to natural heritage features and the requirement to demonstrate that there will be no negative impacts on the features or their functions and specifically states; Development and site alteration shall not be permitted on adjacent lands to the natural heritage features and areas identified in policies 2.1.4, 2.1.5, and 2.1.6 unless the ecological function of the adjacent lands has been evaluated and it has been demonstrated that there will be no negative impacts on the natural features or on their ecological functions. As stated previously, there are natural features in proximity to the proposed condo block on the northeast Open Space area that have been assessed in the MTE Report through their EIS. The EIS confirms that the proposed development will have no negative impact on this any feature or its long‐term ecological functions. There will be extensive mitigation measures proposed through the EIS report that will maintain the integrity of the environment and provide compensation where possible. In our Opinion the proposed Official Plan Amendment is consistent with the 2020 PPS. Oxford County Official Plan (March 2021 Consolidation) The Oxford County Official Plan (the “Oxford OP” or “OP”) is to provide a consistent overarching planning and development framework within the County. The Plan provides strategic policy to guide and manage the extent, pattern, and type of settlement and the use of land and resources desired to maintain and improve the quality of the environment and life for County residents. Growth Management Policies The Subject Lands are designated as Large Urban Centres and are consistent with the proposed Official Plan Amendment. Page 494 of 876 MDTR Group August 2022 9 Planning Justification Report Lindprop Corp. Town of Tillsonburg Town of Tillsonburg Land Use Policies The Oxford County Official Plan, Town of Tillsonburg Land Use Policies designates the Subject Lands as Residential and Open Space on Schedule T-1 Town of Tillsonburg Land Use Plan (refer to Appendix A Figure 3). The proposed OPA seeks to redesignate a portion of the Open Space designation, approximately 1.70ha, at the northeast corner of the property for a portion of the Medium Density condo block that will be accessible via a proposed private road. The Oxford County Official Plan requires that consideration be taken of the policies protecting Open Space Areas In Section 3.2.5 it is states: Where site alteration, development or a change in the use of land is being proposed within an Open Space area, an Environmental Impact Study, in accordance with Section 3.2.6, may be required to demonstrate that the proposed development or use will not result in a negative impact To comply with the foregoing requirement Lindprop Corp, the Owner, retained the services of MTE Consultants to undertake the Environmental Impact Study. The report concluded that: 1. The removal of a portion of the woodland is not significant and will not negatively impact the ecological function of the area. 2.The proposed planting areas within the setbacks and buffer will enhance the existing Open Space area by adding approximately 1.23ha of woodland while maintaining 9.57ha of existing woodland cover. 3. The watercourse that runs through the Open Space area will be maintained in the presence of the proposed private road through a crossing that will accommodate fish and terrestrial wildlife movements. Furthermore, the area currently zoned Medium Density Residential (RM) within Lindprop Phase One is proposed to be rezoned to the site specific Low-Density Residential Type 3 (R3-21). The amendments to Schedule T-2 of the Official Plan reflect this redesignation from Medium Density Residential to Low Density Residential (refer to Appendix A Figure 2) The proposed OPA also seeks to redesignate a larger portion of the Subject Lands, approximately 5.1ha, as Medium Density to provide a greater range of dwelling types. The current Medium Density area will be redesignated to the eastern and northeastern portion of the property and its current area will be redesignated as Low Density, as Page 495 of 876 MDTR Group August 2022 10 Planning Justification Report Lindprop Corp. Town of Tillsonburg required. In accordance with Section 8.2.5 Medium Density Residential Area, the criteria for further designation states: Any lands proposed for Medium Density Residential development not identified on Schedule T-2 will require an amendment to the Official Plan. In addition to the location policies identified, when considering proposals to designate lands for Medium Density Residential development, Town Council and County Council will be guided by the following site-specific criteria: • the size, configuration and topography of the site is such that there is sufficient flexibility in site design to mitigate adverse effects on the amenities and character of any adjacent Low Density Residential area through adequate buffering and screening; • the location of vehicular access points and the likely effects of traffic generated by the proposal on Town streets has been assessed and is acceptable; • adequate hard service capacity including water distribution, sanitary and storm sewers, power and gas distribution facilities is or will be available to accommodate the proposed development; • off-street parking and outdoor amenity areas can be provided; • the effect of the proposed development on environmental resources or the effect of environmental constraints on the proposed development will be addresses and mitigated as outlined in Section 3.2. The Official Plan Amendment is justified for the following reasons based on the Functional servicing Report, Geotechnical investigation, and EIS study: There will be sufficient flexibility in site design to mitigate any adverse effects on the amenities and character of adjacent Low Density Residential areas. The proposed area will provide better options for buffering and screening from existing and proposed Low Density Residential areas since the proposed Medium Density area will be accessible by a private road where they will be fronting each other on opposite sides preserving the character of the Low- Density Areas. The traffic generated by the proposed Medium Density area has been assessed based on the proposed road layout for the Lindprop Subdivision and has been deemed acceptable. It will be accessible through the proposed private road that has two points of access from Mallard Street, allowing for the orderly flow of traffic. There will be adequate servicing capacity for water, sanitary and storm sewers as well as availability for power and gas distribution that can be accommodated. The change in location will not affect servicing. It will have sufficient off-street parking and outdoor amenity areas proposed. The proposed area provides an evenly distributed off-street parking layout that was less feasible in the southeast corner of the property. Also, the effect on environmental constraints has been addressed and mitigation measures have been proposed that will maintain the integrity and ecological function. Page 496 of 876 MDTR Group August 2022 11 Planning Justification Report Lindprop Corp. Town of Tillsonburg The proposed OPA also seeks to redesignate the current Medium Density Residential Area within the Phase One limits to a Low Density Residential Area – Type 3 (R3-21). This is justified for the following reasons: The proposed Lindprop Subdivision and existing residential dwellings adjacent to North Street are Low Density Residential Areas and will fit in with the current character along North Street The cul-de-sac will be better equipped to handle the traffic created from a Low Density Residential rather than a Medium Density Residential Area as there is only one entry point There would be less crowding in the cul-de-sac The increased area to be designated Medium Density within the Phase Two limits more than offsets the reduction in Medium Density area within Phase One CONCLUSION Based on our review of applicable Provincial, County and Town policies, it is our opinion that the proposed OPA adheres to Land Use designation guidelines and direction of the Oxford County Official Plan. A Zoning By-law Amendment will need to accompany the Official Plan Amendment for the change in provisions for the southeast cul-de-sac to Low Density Residential – Type 3 (R3-21) so as to ensure that the same provisions are uniformly applied to all Low Density Areas within the Lindprop Subdivision. The application constitutes good planning and are in the public’s interest. Page 497 of 876 MDTR Group August 2022 12 Planning Justification Report Lindprop Corp. Town of Tillsonburg APPENDIX A Page 498 of 876 O( O( PN PN PN PN PN PN PN PN PN PN MUNICIPALITY OF BAYHAMNORFOLK COUNTYTOWNSHIP OF SOUTH - WEST OXFORDTOWNSHIP OF SOUTH - WEST OXFORDTOWNSHIP OF NORWICHTILLSONAVENORTH ST E QUARTER TOWN LINECONCESSION ST W LISGARAVEBALD W IN STCONCESSION ST E VIENNARDESSELTINE DR WI LSONAVESIMCOESTCHARLOTTE AVENORTH ST W DEVONSHIRE AVE BR IDGE S T EGLENDALEDR GOSHEN STTILLSONSTBROCK ST EOXFORD ST H A R V ESTAVEB R O A DW A Y TOWN LINE RD D EREHAM DR CRANBERRY RDPOTTERS RDWESTTOWN LINEHIGHWAY3 BE L L M I L L S IDERD WESTONDR JOHNPOUND R D BAYHAM DR C L E A R V IE W DR NEWELL RD ROKEBY SRLake LisgarC N R C P R Big Otter Creek Big Otter Creek Sto n y C r e e k 9937 9951 9953 %&3 %&19 SCHEDULE "T-2"TOWN OF TILLSONBURGRESIDENTIAL DENSITY PLAN COUNTY OF OXFORDOFFICIAL PLAN 4 0 0 0 4 0 0 8 0 0 M E T R E S ® NOTES: THIS MAP MAY INCORPORATE DATA UNDER LICENCE AGREEMENT(S) WITH THE UPPER THAMES RIVER CONSERVATION AUTHORITY, THE GRAND RIVER CONSERVATION AUTHORITY, THE LONG POINT REGION CONSERVATION AUTHORITY, THE MINISTRY OF ENERGY, NORTHERN DEVELOPMENT AND MINES, THE MINISTRY OF NATURAL RESOURCES AND FORESTRY AND THE QUEEN'S PRINTER OF ONTARIO. ©2021 COUNTY COUNCIL APPROVAL: FEBRUARY 10, 2021 THIS IS AN OFFICE CONSOLIDATION PREPARED FOR CONVENIENCE ONLY. FOR ACCURATE REFERENCE RECOURSE SHOULD BE HAD TO THE ORIGINAL DOCUMENT AND AMENDMENTS HERETO. THIS SCHEDULE FORMS A PART OF THE COUNTY OF OXFORD OFFICIAL PLAN AND MUST BE READ IN CONJUNCTION WITH THE WRITTEN TEXT. SCHEDULE "T-2" BASE MAP LEGEND Railroad MAJOR ROADS OTHER ROADS MUNICIPAL BOUNDARY WATERCOURSE WATERBODY RESIDENTIAL DENSITY PLANLEGEND LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL MOBILE HOME PARK OPEN SPACE ENVIRONMENTAL PROTECTION PN NEIGHBOURHOOD PARK PROPOSED PARK O(PROPOSED SCHOOL Figure 2 13 Page 499 of 876 MUNICIPALITY OF BAYHAMNORFOLK COUNTYTOWNSHIP OF SOUTH - WEST OXFORDTOWNSHIP OF SOUTH - WEST OXFORDTOWNSHIP OF NORWICHTILLSON AVENORTH ST E QUARTER TOWN LINECONCESSION ST W LISGAR AVEBALD W IN STCONCESSION ST E VIENNA RDESSELTINE DR WI LSONAVESIMCOESTCHARLOTTE AVENORTH ST W DEVONSHIRE AVE B R IDGE S T EGLENDALEDR GOSHEN STTILLSONSTBROCK ST EOXFORD ST H A R V ESTAVEB R O A DW A Y DEREHAM DR TOWN LINE RDCRANBERRY RDPOTTERS RDWESTTOWN LINEHIGHWAY3 BE L L M I L L S IDERD WESTONDR JOHN POU N D R D BAYHAM DR C L E A R V IE W DR PRESSEY RD NEWELL RD ROKEBY SRLake LisgarC N R C P R Big Otter Creek Big Otter Creek Sto n y C r e e k 9937 9951 9953 %&3 %&19 SCHEDULE "T-1"TOWN OF TILLSONURGLAND USE PLAN COUNTY OF OXFORDOFFICIAL PLAN 4 0 0 0 4 0 0 8 0 0 M E T R E S ® NOTES: THIS MAP MAY INCORPORATE DATA UNDER LICENCE AGREEMENT(S) WITH THE UPPER THAMES RIVER CONSERVATION AUTHORITY, THE GRAND RIVER CONSERVATION AUTHORITY, THE LONG POINT REGION CONSERVATION AUTHORITY, THE MINISTRY OF ENERGY, NORTHERN DEVELOPMENT AND MINES, THE MINISTRY OF NATURAL RESOURCES AND FORESTRY AND THE QUEEN'S PRINTER OF ONTARIO. ©2021 COUNTY COUNCIL APPROVAL: FEBRUARY 10, 2021 BASE MAP LEGEND MUNICIPAL BOUNDARY RAILWAY OTHER ROADS WATERCOURSE MAJOR ROADS SCHEDULE "T-1" LAND USE PLAN LEGEND CENTRAL BUSINESS DISTRICT ENTREPRENEURIAL DISTRICT INDUSTRIAL RESIDENTIAL COMMUNITY FACILITY RURAL BUFFER SERVICE COMMERCIAL OPEN SPACE FLOODLINE ENVIRONMENTAL PROTECTION THIS IS AN OFFICE CONSOLIDATION PREPARED FOR CONVENIENCE ONLY. FOR ACCURATE REFERENCE RECOURSE SHOULD BE HAD TO THE ORIGINAL DOCUMENT AND AMENDMENTS HERETO. THIS SCHEDULE FORMS A PART OF THE COUNTY OF OXFORD OFFICIAL PLAN AND MUST BE READ IN CONJUNCTION WITH THE WRITTEN TEXT. Figure 3 14 Page 500 of 876 Noise and Vibration Feasibility Study of a Residential Development 112 North Street East Tillsonburg, ON Prepared for: John Spina, Project Manager MDTR Group Prepared by: Julien Cléon, Project Manager Quentin Lerognon, Project Manager Carlos Yoong, Ph.D. Anthony Gerard, Ph.D., P.Eng. April 2021 Reference: 21-01-19-CY Revision: 00 Page 501 of 876 ii Table of Contents 1 Context ................................................................................................................................................. 1 2 Objectives ............................................................................................................................................. 2 3 Assessment criteria .............................................................................................................................. 3 3.1 Theoretical background ............................................................................................................................................ 3 3.2 Town of Tillsonburg—Noise by-law 4255 .......................................................................................................... 3 3.3 MOECC—Environmental noise guidelines (NPC-300) ................................................................................... 4 3.4 WHO—Guidelines for community noise ............................................................................................................ 5 3.5 FCM-RAC—Vibration guidelines ........................................................................................................................... 6 4 Methodology ........................................................................................................................................ 7 4.1 Identification of noise sources ................................................................................................................................ 7 4.1.1 Transportation sources ................................................................................................................................ 7 4.1.2 Stationary sources ......................................................................................................................................... 8 4.2 Traffic counts ................................................................................................................................................................. 8 4.2.1 Road traffic....................................................................................................................................................... 8 4.2.2 Railway traffic .................................................................................................................................................. 9 4.3 Description of acoustic model ................................................................................................................................ 9 4.4 Vibration measurements ........................................................................................................................................ 10 5 Results ................................................................................................................................................. 11 5.1 Projected facade sound levels ............................................................................................................................. 11 5.2 Noise compliance assessment ............................................................................................................................. 12 5.3 3D acoustic model.................................................................................................................................................... 13 5.4 Vibrations levels from rail traffic ......................................................................................................................... 14 6 Building’s envelope assessment ....................................................................................................... 16 6.1 Regulatory framework ............................................................................................................................................ 16 6.2 Recommended fenestration ................................................................................................................................. 16 6.3 Recommendation for the external wall ............................................................................................................ 18 6.4 Recommendations for OLAs................................................................................................................................. 19 7 Vibration assessment ........................................................................................................................ 20 7.1 Transmission of vibration in the site ................................................................................................................. 20 7.2 Vibration mitigation ................................................................................................................................................. 22 Page 502 of 876 iii 7.2.1 Minimum setback distance ..................................................................................................................... 22 7.2.2 Vibration inside a dwelling ..................................................................................................................... 25 8 Warning clauses ................................................................................................................................. 27 9 Conclusions ........................................................................................................................................ 29 Appendix A Excerpts from NPC-300, Part C.................................................................................... 30 Appendix B Road traffic data ........................................................................................................... 38 Appendix C Rail traffic data .............................................................................................................. 39 Appendix D Site layout ...................................................................................................................... 40 Appendix E CPR/OSR Requirements ............................................................................................... 41 Page 503 of 876 iv List of Figures Figure 1: General site location (only orange zone is under study)...................................................................... 1 Figure 2: Transportation noise sources.......................................................................................................................... 7 Figure 3: Location of vibration measurements (in blue) ...................................................................................... 10 Figure 4: Nomenclature of facades used for analysis ........................................................................................... 11 Figure 5: 3D view of acoustic model simulated in CadnaA TNM ..................................................................... 13 Figure 6: Time trace of the vibration velocity RMS at point P1 ......................................................................... 14 Figure 7: Time trace of the vibration velocity RMS at point P2 ......................................................................... 14 Figure 8: Time trace of the vibration velocity RMS at point P3 ......................................................................... 14 Figure 9: Expected vibration levels as a function of distance from the railway (from FTA Guide) and levels measured during Soft dB’s onsite campaign (in blue)........................................................... 21 Figure 10: Vibration levels (measured and estimated) at different distances from railway’s right-of- way ......................................................................................................................................................................... 22 Figure 11: Estimated decrease of the vibration levels in the site ........................................................................ 23 Figure 12: Minimal setback distances to reduce vibration impact ..................................................................... 24 Page 504 of 876 v List of Tables Table 1: Subjective characteristics of noise levels .................................................................................................... 3 Table 2: Sound level limits for transportation sources ........................................................................................... 5 Table 3: WHO criteria for noise levels .......................................................................................................................... 6 Table 4: Road traffic data .................................................................................................................................................. 8 Table 5: Critical façade sound levels calculated at different sections of the site ...................................... 11 Table 6: Predicted sound levels during daytime and nighttime ...................................................................... 12 Table 7: Maximum vibration levels recorded at measurement points .......................................................... 15 Table 8: Transmission loss of the recommended glazing .................................................................................. 17 Table 9: Recommended glazing for facades ........................................................................................................... 17 Table 10: Minimum TL (dB) required by exterior walls .......................................................................................... 18 Table 11: Vibration levels measured during the most critical train pass-by ................................................. 20 Table 12: Estimated vibration levels during a train pass-by ................................................................................ 25 Page 505 of 876 1 1 Context MDTR Group retained Soft dB services to conduct a noise and vibration feasibility study for a major residential development located at 112 North Street East, Tillsonburg, ON, see Figure 1. The impact study will only be focused on Phase 2 and 3 of the development, corresponding approximately to 43 ha. The development is planned to incorporate around 700 units. The noise assessment has been conducted using the municipal regulation (Town of Tillsonburg, By-law 4255) and the provincial guidelines (Ontario Ministry of Environment (MOECC), NPC- 300). Further, given that the guidelines from the Federation of Canadian Municipalities (FCM) and the Railway Association of Canada (RAC) require a vibration assessment via onsite measurements for residential developments that are to be located within 75 m of a principal mainline, and considering the proximity of the development to the Canadian Pacific Railway, a vibration assessment has also been performed to estimate the impact from the railway operation. Figure 1: General site location (only orange zone is under study) Phase 3 Phase 2 Page 506 of 876 2 2 Objectives The main objectives of the proposed noise and vibration impact study are: • To assess the impact noise generated by the road traffic from the North Street East, Cranberry Street and Broadway Street onto the development; • To assess the impact noise generated by the rail traffic from the Canadian Pacific Railway (CPR) east of the development; • To assess the impact of vibration generated by the rail traffic from the Canadian Pacific Railway (CPR) on the residential units adjacent to it; • To recommend, if needed, mitigation measures to reduce any negative noise and/or vibration impact in order to fully comply with the municipal and provincial guidelines. Page 507 of 876 3 3 Assessment criteria 3.1 Theoretical background For reference, Table 1 shows a scale of the noise level along with its subjective human interpretation for a better understanding of the noise levels presented in this study. Table 1: Subjective characteristics of noise levels Noise Level Feeling impression 140 dB Pain threshold 130 dB 120 dB Painful 110 dB Unbearable 100 dB Hard to bear 90 dB Very noisy 80 dB Noisy 70 dB 60 dB Common noise 50 dB 40 dB Low 30 dB Quiet 20 dB Very quiet 10 dB Silent 0 dB Inaudible 3.2 Town of Tillsonburg—Noise by-law 4255 Noise within the Town of Tillsonburg is regulated by the by-law 4255. This regulation does not define objective criteria (in terms of acoustical metrics or exclusion limits) in order to assess the impact of noise from road/rail traffic into a new residential development. The purpose of this bylaw is to establish subjectively a regulatory framework to maintain a comfortable acoustical environment within the town. Therefore, noise assessment will be conducted using a more objective criteria that is defined in the provincial noise guidelines. Page 508 of 876 4 3.3 MOECC—Environmental noise guidelines (NPC-300) The Part C of the Ministry of the Environment and Climate Change (MOECC) Publication, NPC- 300 contains the guidelines for addressing and controlling the noise emissions for land use planning purposes. It also includes the sound level limits for the assessment of the noise impact on proposed noise sensitive land and specifies procedures for determining sound levels on the site of proposed development caused by transportation as well as stationary sources. It also mentions that while predicting sound levels, consideration should be given to future sound levels. For road and rail noise, a minimum 10-year prediction is usually taken into consideration. For this study, all predictions were made to forecast the data until the year of 2031 (10 years). For noise sensitive area, compliance with the sound level limits is typically established at the points of reception either in: • Plane of Window (POW): It corresponds to the point in the space corresponding with the location of the centre of a window in a noise sensitive space. If the noise sensitive area is affected just by noise from transportation sources, sound levels inside the dwelling are derived from the estimated values at POW; • Outdoor Living Area (OLA): It corresponds to the part of a noise sensitive land use that is intended and designed for the quiet enjoyment of the outdoor environment and readily accessible from the building environment, such as backyards, balconies, parks, etc. If the noise sensitive area is just affected by transportation noise or by combined noise from transportation and stationary sources, point of reception is placed at OLA. As mentioned in Part C of NPC-300, the sound levels should be assessed in an outdoor living area (OLA) representing patio or backyard, and in indoor environment such as in bedroom or living/dining room. As mentioned above, the levels inside the dwelling are predicted from the sound level at POW of respective spaces. In general, sound levels estimated in the OLA or POW during daytime (07:00 to 23:00) should not exceed 55 dBA. Moreover, sound levels at the POW during nighttime (23:00 to 07:00) should not exceed 50 dBA. If the sound level exceeds the above-mentioned limits, noise mitigation measures such as enhanced architectural design, installing noise barriers, upgrading building envelope elements such as windows, exterior walls, doors, etc. with upgraded sound isolation performance and/or central air conditioning may be required. The applicable sound level limits for the proposed dwelling (for day and night period) in order to comply with NPC-300 are shown in the following Table 2. Ventilation requirements for the proposed dwellings are based on sound level at the exterior building facade. If the Leq at the plane of bedroom or living/dining room window is less than Page 509 of 876 5 or equal to 55 dBA for daytime (07:00 – 23:00) and less than or equal to 50 dBA for nighttime (23:00 – 07:00), no noise mitigation measures for the ventilation systems are required. If these limits are exceeded but are less than or equal to 65 dBA for daytime and 60 dBA for nighttime, the dwelling should be designed with a provision for the installation of central air conditioning in the future, at the discretion of the residents. Warning clause Type C is also recommended for this case. Table 2: Sound level limits for transportation sources Type of space Time Period (T) Maximum Permissible Sound Levels, LAeq, T (dBA) Road Rail OLA (patio, backyard, etc.) 07:00 – 23:00 55 55 Indoor, Bedroom 07:00 – 23:00 45 40 23:00 – 07:00 40 35 Indoor, Living/dining room 07:00 – 23:00 45 40 23:00 – 07:00 45 40 *LAeq,T is the continuous equivalent sound level measured over the indicated time period (T), 16 hours for daytime and 8 hours for nighttime. Building envelope components such as windows, walls, etc. should be designed so that the required indoor sound levels are compatible with the values mentioned in Table 2. 3.4 WHO—Guidelines for community noise World Health Organization (WHO) through its documents, “Guidelines for community noise, 1999”, “Night noise guidelines for Europe, 2009” and, “Burden of disease from environmental noise: Quantification of healthy life years lost in Europe, 2001” provided guidelines for avoiding adverse health effects due to noise and for preservation of the sleep quality. In these documents, noise criteria are determined for equivalent and maximum noise levels that should not be exceeded for given periods of the day depending on the type of space in order to ensure acoustic harmony for the residents of the dwelling. It is worth remarking that Soft dB recommends an acoustic design to achieve WHO criteria for the prevention of sleep disruption, which is more restrictive than the criteria mentioned in NPC-300 and it helps achieve the required targets in NPC-300 with certain degrees of safety margin. Table 3 presents the key relevant noise criteria recommended by WHO to ensure acoustic comfort of the residents of the dwelling: Page 510 of 876 6 Table 3: WHO criteria for noise levels Type of Space Noise criteria and reference period LAeq, T (dBA) Time of Day LAmax, T (dBA) Outdoor recreation areas, day/night 55 6h – 22h - Living rooms, day/night 35 6h – 22h - Bedrooms, night 30 22h – 6h 45 Commercial spaces 70 At all times - 3.5 FCM-RAC—Vibration guidelines According to the FCM-RAC in their “Guidelines for New Development in Proximity to Railway Operations,” followed by the railway operator, vibration measurements should be conducted for all proposed residential/ institutional type developments. The vibration measurements should be conducted at the distance corresponding to the closest proposed residential receptor, or on the minimum setbacks based on classification of the rail line. If the proposed dwelling units are located more than 75 m from the railway right-of-way, vibration measurements are not required. Ground-borne vibration transmission is to be estimated through site testing and evaluation to determine if dwellings within 75 metres of the railway right-of-way will be impacted by vibration conditions in excess of 0.14 mm/sec. RMS between 4 Hz. And 200 Hz. If vibration is in excess, appropriate isolation measures are recommended to be undertaken to ensure living areas do not exceed 0.14 mm/sec. RMS on and above the first floor of the dwelling. Page 511 of 876 7 4 Methodology The following methodology was followed to conduct the noise and vibration feasibility assessment for this residential development: • Identification of noise sources and sensitive receptors in close proximity to the site; • Analyzing railway and road traffic data and incorporating their forecasted values into acoustic model prepared in CadnaA TNM 2.5; • Predicting the sound pressure levels for the facades of the proposed dwellings and using it to calculate the sound levels inside the dwellings, and for the exterior points representing outdoor living areas (such as patio, backyard, etc.). This is done for the forecasted scenario considering the increase in railway and road traffic; • Provide recommendations in order to achieve the target sound levels inside and outside the dwelling to ensure acoustic comfort for the residents. 4.1 Identification of noise sources 4.1.1 Transportation sources The transportation noise sources comprise the noise generated by road, railway and air traffic near the location of the site. By analyzing the site location, its acoustical environment is mainly dominated by the noise from the road traffic on North Street E and Cranberry Road, and the railway traffic that passes along the east side of the site, see Figure 2. Figure 2: Transportation noise sources Page 512 of 876 8 4.1.2 Stationary sources According to a site inspection done on March 22, 2021, it was observed that there are currently no major stationary sources in the vicinity of the site that can affect the acoustical environment of the proposed development. Hence, no stationary sources were considered in this study. 4.2 Traffic counts As per the NPC-300, all the sound level predictions and recommendations provided should account for future increase in road and railway traffic (typically 10 years). These road and rail traffic data was then entered into the CadnaA TNM model to determine the noise levels. The predicted facade levels are then determined and used to calculate the indoor sound levels. 4.2.1 Road traffic The current AADT values were provided by the Oxford County and Town of Tillsonburg. For each road of interest, the traffic count was communicated via email (see Appendix B). For the Cranberry Road and the Broadway Avenue, the traffic data for 2015 was provided. The data corresponding to North Street East was for the year 2018. The forecasted AADT values (until year 2031) were evaluated (assuming an increase of 2,5% per year) in order to predict the future sound levels likely to be experienced at the residence and are shown in following Table 4. Due to the incomplete data provided by the municipalities, the day/night split of the 2031 projection for the North Street East was utilized to theoretically estimate the day/night split for the other remaining roads. Table 4: Road traffic data Road AADT No. of Lanes Car:Truck Split Speed Limit (km/h) Day:Night Traffic Split Municipal Data Forecasted (2031) Broadway Av. 13 800 20 485 2 90:10 50 86:14 North Street E 5 986 7 378 2 87:13 50 86:14 Cranberry Rd. 2 500 3 710 2 96:4 50 86:14 Page 513 of 876 9 4.2.2 Railway traffic As per the information obtained from the railway operator, the corridor crossing the Township of Tillsonburg, that passes adjacent to the development, is operated by the Ontario Southland Railway (OSR) and is classified as a Principal Branch Line. From communication with OSR, shown in Appendix C, a maximum of one scheduled freight trains cross Tillsonburg per day between 07:00 and 23:00 in each direction, thus 2 trains per day have been considered in the analysis. No trains are expected to pass during the nighttime period. Trains typically consist of 2 locomotives and up to 10 coaches per train. Trains cross Tillsonburg at the maximum speed of 25 mph (or 40 km/h). By applying the yearly increase of 2.5% to extrapolate the current daily rail traffic to year 2031, it was found that the traffic will grow to 2.6 trains per day, which corresponds to 1.3 trains per day in each direction. Hence, no significant increase in rail traffic was assumed in our analysis. 4.3 Description of acoustic model As per the NPC-300, the most widely used methodology for predicting road traffic noise is ORNAMENT (Ontario Road Noise Analysis Method for Environment and Transportation) and STEAM (Sound from Trains Environmental Analysis Method) for railway noise prediction. STAMSON is a computerized road and railway noise prediction software developed by MOE based on noise prediction methodologies described in ORNAMENT and STEAM. STAMSON is not as versatile as other modern traffic noise prediction metrics such as TNM for the projects with complex topography. Moreover, it requires special virtualization setup in order to operate the STAMSON on modern computers. TNM (Traffic Noise Model) is a computerized traffic noise prediction modelling software developed by United States Federal Highway Administration (FHWA) to be used on all U.S Federal highway projects. It is considered one of the most robust traffic noise prediction software due to its capabilities to implement several modelling algorithms for different source type and its ability to incorporate complex topography. Even though both STAMSON and TNM are acceptable computerized noise prediction software in Ontario, for this project, TNM 2.5 module within the acoustical modelling software, CadnaA (version 4.2.141, developed by DataKustik GmbH) was chosen in order to simulate and predict the forecasted noise levels (until 2031) at the relevant receptor points. This combination of TNM and CadnaA was selected to simulate the acoustic model due to its versatility in incorporating complex topography, GIS data and generate noise contour maps (where applicable) for better visual representation of the acoustic environment near site. Page 514 of 876 10 As previously mentioned, due to the absence of any significant stationary noise sources, only the noise from the transportation sources (road and railway) were simulated in the acoustic model. The acoustical model prepared in CadnaA TNM 2.5 is based on ISO 9613 for sound propagation and TNM module for traffic noise. The model considers three (3) reflections from prominent surfaces such as buildings, and no ground absorption was applied in order to consider the most critical scenario. The topography of the site has been integrated into the model using Geospatial Data Extraction tool of Government of Canada, and the dimensions and the precise location of the proposed development were provided by the client (See Figure 1). Because the location, size and height of each dwelling within the development site were not available at the time of drafting the report, the model considered a full building with transparency of 50% (typical surface occupation rate between the house and land) occupying each piece of land. The height has been estimated to be 6 metres. 4.4 Vibration measurements In order to assess vibration levels, as required by the FCM-RAC, three stations were installed at the locations shown in Figure 3. The measurement campaign was carried out from 16:00 on March 22, 2021, until 11:00 on March 25, 2021, by Utsav Patel and Carlos Yoong from Soft dB. Figure 3: Location of vibration measurements (in blue) Three points P1, P2 and P3 were used to record the vibration levels from the railway to the development. Points P1 and P3 were located at approx. 8.5 m from the railway and P2 at approx. 18.5 m. Results of the vibration measurements are shown in Section 5.4 of this report. P2 P3 P1 Page 515 of 876 11 5 Results 5.1 Projected facade sound levels In order to facilitate the presentation of the results, a nomenclature for each facade has been developed. Figure 4 shows the nomenclature used to identify the different facades of the buildings to be erected. Because the positions of the dwellings are unknown at the time of drafting the report, it has been assumed the worst-case scenario where the facades are located at the limit of the property. Figure 4: Nomenclature of facades used for analysis Table 5 shows the critical facade levels (LAeq,16h for the daytime and LAeq,8h for the nighttime) calculated via Cadna-A. The sound levels presented in this table are the combination of the contribution from the road and rail traffic projected to 2031. Table 5: Critical façade sound levels calculated at different sections of the site Facade Floor - POW Daytime (07:00-23:00) Maximum LAeq,16h [dBA] Nighttime (23:00-07:00) Maximum LAeq,8h [dBA] South-1 1 65 56 2 64 54 East-1 1 60 52 2 60 52 East-2 1 54 31 2 54 29 Page 516 of 876 12 Facade Floor - POW Daytime (07:00-23:00) Maximum LAeq,16h [dBA] Nighttime (23:00-07:00) Maximum LAeq,8h [dBA] North-East 1 46 30 2 48 34 North 1 43 31 2 43 32 West-1 1 44 35 2 45 36 West-2 1 45 35 2 43 33 South-2 1 44 34 2 50 40 5.2 Noise compliance assessment A compliance assessment of the levels at the POW is presented in Table 6. Because the positions of the OLAs are unknown at the time of drafting the report, it has been assumed the worst-case scenario where the OLAs are located at the limit of the property in the same location as the POW on the first storey. Second-storey POW has higher levels in some cases. Table 6: Predicted sound levels during daytime and nighttime Location Maximum Sound Levels* LAeq,16h [dB(A)] Daytime (07:00-23:00) LAeq,8h [dB(A)] Nighttime (23:00-07:00) Road Railway Total Limit Compliance Road Railway Total Limit Compliance South-1 65 37 65 55 NO 56 N/C 56 50 NO East-1 60 50 60 55 NO 52 N/C 52 50 NO East-2 38 54 54 55 YES 29 N/C 29 50 YES North-East 43 46 48 55 YES 34 N/C 34 50 YES North 41 38 43 55 YES 32 N/C 32 50 YES West-1 45 31 45 55 YES 36 N/C 36 50 YES West-2 45 26 45 55 YES 35 N/C 35 50 YES South-2 50 30 50 55 YES 40 N/C 40 50 YES * Whistle noise is excluded for OLA and POW noise assessment ** N/C: No contribution, as mentioned by the OSR Page 517 of 876 13 Observations: • Facades South-1 and East-1 are not compliant with NPC-300 requirements for sound levels from transportation sources. This is caused mainly due to the acoustical influence from the road traffic in North Street E; • Noise mitigation treatments are recommended in the subsequent sections in order to comply with the indoor sound level limits. Warning clauses have also been considered for the future occupants of the dwellings; • Remaining facades are compliant with the sound level requirements and they do not require mitigation treatments. 5.3 3D acoustic model A 3D view of the acoustic model prepared by Soft dB to simulate the sound levels around the development site is shown in Figure 5. This acoustic model considers the most recent site layout (buildings, topography, sound reflections, etc.) with the forecasted traffic data for the year of 2031. The white areas represent a full building with transparency of 50% (typical surface occupation rate between the house and land) occupying each piece of land. Such modelling approach was considered because the exact locations of the houses within the land are not known. Figure 5: 3D view of acoustic model simulated in CadnaA TNM Page 518 of 876 14 5.4 Vibrations levels from rail traffic Figure 6, Figure 7 and Figure 8 show the temporal evolution of the vibration velocity RMS for P1, P2 and P3 respectively. The vibration levels are presented in terms of the quadratic sum of the different axes: x, y and z. Note that the x and y axes correspond to transverse and longitudinal vibration and the z axis refers to vertical vibration. Figure 6: Time trace of the vibration velocity RMS at point P1 Figure 7: Time trace of the vibration velocity RMS at point P2 Figure 8: Time trace of the vibration velocity RMS at point P3 Page 519 of 876 15 Table 7 shows the maximum vibration levels during the measurement campaign, where the maximum permissible level of vibration is 0.14 mm/s RMS. Note that during this study, the vibration levels were measured and evaluated on the ground, and not estimated inside the building. The building foundation could either increase or decrease the vibration levels depending on the type of construction (on the rock, piles, spread footings, etc.). Table 7: Maximum vibration levels recorded at measurement points Receptor points Distance to track’s right-of-way(m) Velocity RMS (mm/s) Time of the event Event description Compliant P1 8.5 2.02 09:40 – 23/03/2021 Train passing-by NO 1.96 11:59 – 23/03/2021 Train passing-by NO 2.16 09:24 – 25/03/2021 Train passing-by NO P2 18.5 0.33 09:40 – 23/03/2021 Train passing-by NO 0.34 11:59 – 23/03/2021 Train passing-by NO 0.41 09:24 – 25/03/2021 Train passing-by NO P3 8.5 2.09 09:40 – 23/03/2021 Train passing-by NO 2.36 11:59 – 23/03/2021 Train passing-by NO 2.57 09:24 – 25/03/2021 Train passing-by NO Observations: • Exceedance of the regulatory vibration limit (0.14 mm/s RMS of 1 sec) have been observed at all measurements points. As expected, higher exceedance is present in points P1 and P3 because they are closer to the railway; • For the vibration assessment, it has been considered the highest vibration measured during the campaign. This corresponds to the third train pass-by; • By utilizing the vibration decrease measured at point P2, a more detailed analysis of the vibration transmission to the sensitive receptors is presented in Section 7. The analysis aims at finding the most viable recommendations to reduce vibration transmission. Page 520 of 876 16 6 Building’s envelope assessment 6.1 Regulatory framework As required by the noise control guidelines, the maximum indoor noise levels are presented in Section 3.3. These criteria have been taken into account for our assessment along with a safety margin of 5 dB (refer to the WHO guidelines, see Section 3.4). General recommendations for the glazing of the windows and the required minimum transmission loss (TL) for exterior walls were made for all facades in order to comply with required indoor sound levels targets. Due to unavailability of final architectural plans of the future dwellings, the worst-case scenario has been considered. Hence, recommendations were made for the most critical part of residence in order to satisfy the indoor noise requirements considering the most noise sensitive indoor spaces (bedrooms) across all facades. As previously mentioned, the most dominant source is the North Street E; despite this, all the recommendations for glazing were based on road and rail traffic noise, including whistle noise. The recommendations were made in order to achieve the indoor target noise levels mentioned in WHO guidelines (See Section 3.4) because designing to achieve this target will also ensure complying with the indoor noise criteria given in NPC-300 with a safety margin. 6.2 Recommended fenestration The main weakness for an exterior facade is usually due to the windows, as long as the exterior walls are at least 10 STC rating higher than the windows and considering that there is no acoustic weakness in the envelope. Acoustic weakness in building envelopes can be significantly reduced by improving the airtightness of the building facade by proper installation of the facade elements such as doors and windows, sealing all acoustic leaks by acoustic sealant, etc. As architectural plans were not available at the time of performing the envelope assessment, the following assumptions have been made: • The glazing ratio has been assumed to be 50%; • The receptor’s room volume (typically bedrooms) has been assumed as 30 m3. Page 521 of 876 17 Table 8 presents the two types of glazing recommended in order to achieve the regulation criteria. The acoustical transmission loss of each type of glazing must be respected by the glazing manufacturer. Table 8: Transmission loss of the recommended glazing Type of glazing Frequencies (Hz) 63 125 250 500 1000 2000 4000 STC 3mm glass – 12mm air gap – 3mm glass (3-12-3) 18 21 19 26 38 44 40 32 6mm laminated glass – 12mm air gap – 6mm glass (6L-12-6) 24 26 26 35 43 44 48 39 Table 9 presents the glazing recommendations according to the critical facades’ sound levels obtained through Cadna-A calculations. Table 9: Recommended glazing for facades Facade Daytime (07:00 – 23:00) Nighttime (23:00 – 07:00) POW sound level LAeq,16h** Target indoor sound level (dBA)(LAeq,16h) * Minimum recommended glazing type POW sound level LAeq,8h Target indoor sound level (dBA)(LAeq,8h) * Minimum recommended glazing type South-1 65 35 6L-12-6 55 30 3-12-3 East-1 60 35 3-12-3 50 30 3-12-3 East-2 54 35 3-12-3 31 30 3-12-3 North- East 48 35 3-12-3 34 30 3-12-3 North 43 35 3-12-3 32 30 3-12-3 West-1 45 35 3-12-3 36 30 3-12-3 West-2 44 35 3-12-3 34 30 3-12-3 South-2 49 35 3-12-3 40 30 3-12-3 * Sound insulation targets are made for achieving WHO guidelines for indoor noise, given that achieving this target will also ensure complying with the criteria mentioned in NPC-300 with the safety margin. ** Including the contribution of the railway whistle noise Page 522 of 876 18 Observations: • As the facade sound levels vary depending on the proximity of the residences to the roads and/or railway, different glazing recommendations have been made in order to achieve the compliance target; • For the facade South-1, two different glazing requirements are needed as a function of the period of the day; however, the glazing with highest TL shall be considered. 6.3 Recommendation for the external wall As previously mentioned, the minimum STC required for the exterior wall should be at least 10 points higher than STC of the recommended glazing. Similarly, the minimum required TL for exterior walls should be at least 10 dB more than minimum TL of the glazing mentioned in Table 9 for each octave band. Considering the use of the above-mentioned glazing, the minimum required TL for the exterior walls is shown in Table 10. Detailed recommendations can be made once the architectural plans are prepared and the preliminary composition of the envelope has been determined. Table 10: Minimum TL (dB) required by exterior walls Type of wall Frequency (Hz) 63 125 250 500 1000 2000 4000 Exterior wall 16 40 49 54 57 55 63 Soft dB recommends verifying the window frame as it will be necessary to ensure that the frame used is not very light to withstand the noise from road and railway traffic. The potential presence of an empty cavity in the frame could also reduce its resistance for noise insulation. A properly designed (acoustically) window frame incorporates extra mass into the structure (heavier metal or stronger wood), a filled cavity, a thermal insulation between the internal and external faces and, places the glass in neoprene joints. The manufacturer shall be informed by the client of these requirements before purchasing new windows. Furthermore, it is also recommended not to fill the cavity of the glazing. The argon-filled cavity causes a decrease in the performance of the glazing by 1-2 STC. Windows manufacturers will be required to ensure that the performance shown in Table 9 is achieved after installation. Page 523 of 876 19 6.4 Recommendations for OLAs Sound levels during the daytime at the OLAs located at South-1 and East-1 were predicted to be above 55 dBA by 10 dB and 5 dB respectively. As the installation of acoustic screens to reduce such sound levels present highly technical and economic difficulties, a warning clause Type A shall be incorporated in the contract for prospective buyers/renters of the residences presenting such facades. In addition, the railway operator requires that a berm, or combination berm and noise barrier to be erected on the development property, parallel to the railway right-of-way. The berm shall have a minimum height of 2m. Further information can be found in the CPR document shown in Appendix E. Page 524 of 876 20 7 Vibration assessment In the present section, the influence of different factors is empirically estimated and each of them modifies, positively or negatively, the estimated vibration level. These factors are as follows: • Type of foundation of the receiving buildings; • Number of floors in the receiving buildings; • Potential solutions for vibration reduction. The vibration level was measured at three (3) different points around the site of the future residential development, see the location of the measurement points in Figure 3. The vibration levels measured at all points exceeded the threshold (0.14 mm/s RMS) due to railway activities. However, an evaluation of the minimal setback distance required for the building not to be subject to disturbing vibrations has been performed. Note that, during this study, buildings’ interior vibration nor buildings’ ground-borne noise has not been evaluated because the type of foundation and structural details are not available at the time of drafting the report. 7.1 Transmission of vibration in the site This following analysis has been focused on the most critical train pass-by (freight operations), which creates the most important vibration levels measurements at the receptor points. The worst-case event was measured at 09:24 on March 23, 2021. Table 11 presents the overall vibration levels measured during this railway pass-by event. The vibration levels have been transformed to VdB, as specified in the document “Transit Noise and Vibration Impact Assessment Manual” by the USA Federal Transportation Agency (FTA) in 2018. Table 11: Vibration levels measured during the most critical train pass-by Measurement Point Vibration levels measured (mm/s RMS 1s) Vibration levels measured (VdB) P1 2.16 98.6 P2 0.41 84.2 P3 2.57 100.1 Page 525 of 876 21 Observations: • Since points P1 and P2 have been installed at different distances from the track’s right- of-way in a same perpendicular line (see Figure 3), the propagation of vibration in the soil within the development site can be theoretically evaluated. • Point P3 was installed to determine the difference of vibration levels as the train displaces through the curved track, which is known to cause higher impact on receptors. Figure 9 presents vibration levels obtained at the receptors P1 (8.5m) and P2 (18.5m) plotted on the FTA graph that depicts empirical vibration curves as a function of train type and rail-to- receptor distance. Please note that the FTA graph is defined in ft and VdB. Additionally, the vibration target of 0.14 mm/s RMS corresponds to 75 VdB. Figure 9: Expected vibration levels as a function of distance from the railway (from FTA Guide) and levels measured during Soft dB’s onsite campaign (in blue) Observations: • The decrease observed on the measured vibration levels does not match any of the empirical FTA curves; • The following section determines the minimal distance from the track that the dwellings will need to be in order to have vibration levels less than 0.14 mm/s RMS. P1 P2 Limit Page 526 of 876 22 7.2 Vibration mitigation 7.2.1 Minimum setback distance In this section, the aim is to determine as precisely as possible the setback distance from which the houses will not be exposed to vibration less than 0.14 mm/s RMS 1s. In order to identify this distance, the transfer function between P1 and P2 has been evaluated. That transfer function represents empirically the decrease behaviour for the vibration levels between P1 and P2 (10 m distance between the two points). Note that it is assumed that this transfer function behaves similarly for any point along the railway and that the functional mapping applies at distances farther from the railway up to an unfeasible increase in the high frequency range is met. According to this assumption, the transfer function has been applied to the point P2 in order to estimated the vibrations at a third point (called P4) which is thus located at 28.5m away from the centre of the track in the same perpendicular line. Figure 10 presents the vibration level per third octave band for the two measured vibrations P1 and P2, and the vibrations estimated at P4. Global levels are presented in the legend. Figure 10: Vibration levels (measured and estimated) at different distances from railway’s right-of-way 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 1 10 100 1000Vibration velocity (mm/s RMS 1s)Frequency (Hz) P1 - 2,16 mm/s P2 - 0,41 mm/s P4 - 0,15 mm/s Page 527 of 876 23 Observations: • The level estimated at 28.5m from the rail way is 0.15 mm/s RMS. Therefore, any structural component of a house adjacent to the railway must be separated more than 28.5m from the track in order not to be exposed to vibrations larger than 0.14 mm/s RMS, as required by the regulation; • As observed in the spectrum, the vibration levels are mostly dominated by the 32.5 Hz band. In addition, most of the energy is packed within 10 Hz to 100 Hz. Figure 11 presents the comparison between the estimated decrease and the FTA empirical curves. P1 and P2 levels correspond with the most critical train pass-by. The blue point P4 is the estimated level by using transfer functions. The green point P4 is the distance from which the vibrations are less than 0.14 mm/s with a safety margin (i.e., 70 VdB). Further vibration measurements are required in order to further validate the theoretical extrapolations utilized to assess vibration (see Figure 11). Figure 11: Estimated decrease of the vibration levels in the site P1 P2 P4 P4 (safety margin) Limit Page 528 of 876 24 Note in Table 11 that there is a difference between P1 and P3 even though there are at the same distance from the tracks. The level at P3 is above the level at P1 by 19%. This difference between P1 and P3 is used to calculate the minimum setback distance to limit vibration impact. Therefore, without safety margin, the required setback is approximately 33m. However, by applying the safety margin of 5 VdB, the minimal setback required is 40m. Figure 12 illustrates the required minimum setback distances. The orange line represents the setback calculated without safety margin, where the ground vibration levels will not be more than 0.14 mm/s RMS. The green line represents the setback calculated with a safety margin. Figure 12: Minimal setback distances to reduce vibration impact Because several factors influence the propagation of vibration inside a structure (see Section 7.2.2), it is strongly advised not to build residences between the green line and the black line. Therefore, the limit of the house’s foundation shall be separated from the railway right-of-way at least 40m which corresponds to the green line. With safety margin Without safety margin Railway Page 529 of 876 25 Note that if houses are required to be built within the 40m setback, a further assessment in order to reduce the vibrations at the sensitive receptors are presented in the next section. Several options can be implemented to reduce vibrations, but further advanced calculations are required once the dwellings’ structural designs are known. 7.2.2 Vibration inside a dwelling The most practical option for reduction of indoor vibration levels is to consider enhanced structural aspects to the proposed buildings adjacent to the railway. However, if such structural considerations are found not to reduce vibrations to acceptable levels, the vibrations shall be reduced by implementing resilient materials at the foundation or within a trench (slot wall). As an illustration, Table 12 shows the factors that influence on the estimated vibration levels at the building and how these levels change for the sensitive receptors inside the dwelling. Table 12: Estimated vibration levels during a train pass-by Factors Description Vibration level (VdB) Configuration 1 Train 75 Reference level at 33m from the track 2 Distance + 0.0 Reduction of vibrations with distance* 3 Structural resonance + 6.0 Amplification due to resonances of floors, walls, and ceilings 4 Reduction due to building foundation + 0.0 Foundations in rock - 5.0 Wood frame house - 7.0 1-2 Storey masonry - 10.0 3-4 Storey masonry - 10.0 Large masonry on piles - 13.0 Large masonry on spread footings 5 Floor-to-floor attenuation -2.0 1st floor above ground TOTAL (ground floor vibration) From 68 (compliant) to 81 (non-compliant) Depending on the type of the foundation, without resilient materials or trenching TOTAL (first floor vibration) From 66 (compliant) to 79 (non-compliant) 6 ** Resilient materials or trenching From -2.0 to -26.0 Building elastic bearing, trench, slot wall, etc. *Worst-case scenario, building’s foundation limit located at 33m from the track. ** This factor shall be applied if the building’s foundation does not provide enough mitigation to achieve compliance. The amount of reduction depends on the type of selected solution. Advanced calculations are required to design/select proper solution. Page 530 of 876 26 If the building corresponds to a large masonry on spread footings or a 3-4 storey masonry, the vibration target is achieved on the first floor with a margin of 7 VdB to 5 VdB respectively. However, if other types of structure are chosen (e.g., foundation in rock or wood frame house), then advanced mitigation measures are required such as elastic bearings, trenches, etc. Further advanced analyses are required to estimate the final vibration level inside the dwelling once the design and foundation type are known for the residences adjacent to the railway. Page 531 of 876 27 8 Warning clauses The MOECC guidelines recommend the incorporation of warning clauses in the property/tenancy agreements regarding the noise impact from adjacent sources. The warning clauses that are required to be included in the purchase/leasing agreements are detailed below. Proposed wording for each clause is based on MOECC guidelines. For the agreements of the residences with facades lying on South-1 and East-1, incorporate the following warning clauses: Type A: "Purchasers/tenants are advised that despite the inclusion of noise control features in the development and within the building units, sound levels due to increasing road traffic and rail traffic may on occasions interfere with some activities of the dwelling occupants as the sound levels exceed the sound level limits of the Municipality and the Ministry of the Environment, Conservation, and Parks." Type B: "This dwelling unit has been designed with the provision for adding central air conditioning at the occupant’s discretion. Installation of central air conditioning by the occupant in low and medium-density developments will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the sound level limits of the Municipality and the Ministry of the Environment, Conservation, and Parks." For the agreements of the residences that are in close proximity of the railway, incorporate the warning clause written below in regards to the train whistle. Type C: “Purchasers/tenants are advised that due to the proximity of the railway, highly impulsive noise, as a result of the train whistle, may occur few times during the week.” For the agreements of the residences that are in close proximity of the commercial zone south of the development, incorporate the warning clause written below: Page 532 of 876 28 Type D: “Purchasers/tenants are advised that due to the proximity of the commercial zone on Tillson Ave., sound levels from their operations may be audible at certain periods of the week under specific weather conditions.” For the agreements of all the residences located within 300 m of the Railway’s right-of-way, the following warning clauses shall be included: Type E: “Warning: Prospective purchasers or tenants shall be aware of the Railway’s operating right-of-way. The possibility of alterations including the possibility that the Railway may expand its operations, which expansion may affect the living environment of the residents notwithstanding the inclusion of noise and vibration attenuating measures in the design of the residential development and dwellings The Railway will not be responsible for complaints or claims arising from the use of its facilities and/or operations. “ Page 533 of 876 29 9 Conclusions Soft dB was retained by Lindprop Corp. to conduct a noise and vibration feasibility study for the residential development located in Tillsonburg, ON (see Figure 1). Due to the proximity of the site to road and rail noise sources, a noise assessment is required by the municipal land use planning authorities. Firstly, the study aim at establishing the feasibility of the proposed project by calculating the forecasted (until year 2031) exterior sound levels around the site and inside the critical spaces of the future dwellings. Recommendations in order to achieve exterior as well as interior noise targets were provided. The second objective was to measure and evaluate the vibrations levels at the residences and provide solutions in order to be below the regulatory limit. According to the criteria established in NPC-300, sound levels estimated in OLA during daytime (07:00 to 23:00) should not exceed 55 dBA, and 50 dBA for the bedroom POW during daytime (07:00 to 23:00) or nighttime (23:00 to 07:00). If these sound levels are exceeded, noise mitigation measures with building envelope elements with higher sound isolation are required. In some case, warning clauses are required to be included in the purchase/tenancy agreements. In order to predict the forecasted sound levels, an acoustic model was prepared in acoustic modelling software CadnaA TNM 2.5 which has the capabilities to integrate complex topography into the model and accurately calculate the impact of transportation sources on a proposed development. The sound levels across all facades were simulated to show the predicted values for the year of 2031 (see Table 5). These facade levels were then used to determine the interior level calculation. Glazing recommendations have been made in order to get below the MECP regulation (with a 5dB safety margin). The expected outdoor noise levels were calculated and warning clauses have been proposed in order to comply with the regulation (55 dBA in LAeq,16h). Finally, vibrations were measured and estimated. The study has made recommendations in order for the residences not to be exposed to vibration levels more than the regulatory limit (0.14 mm/s RMS 1s maximum). It is strongly recommended to comply with the provided minimal setback distance with safety margin. Page 534 of 876 30 Appendix A Excerpts from NPC-300, Part C Page 535 of 876 31 Page 536 of 876 32 Page 537 of 876 33 Page 538 of 876 34 Page 539 of 876 35 Page 540 of 876 36 Page 541 of 876 37 Page 542 of 876 38 Appendix B Road traffic data STREET XSTREET 1 XSTREET 2 AADT % TRUCK SPEED LIMIT Broadway St.Devonshire Ave.Carolina St.11800 10 50 Broadway St.Carolina St.Moose St.12800 10 50 Broadway St.Moose St.North St. E 13800 10 50 Broadway St.North St. E North Town Limit 9600 10 60 Quarter Town Line Southridge Rd.North Town Limit 1800 4 50 Quarter Town Line Langrell Ave.Trillium Dr.2400 4 50 Quarter Town Line Trillium Dr.Southridge Rd.2100 4 50 Quarter Town Line Woodland Cres.Langrell Ave.2700 4 50 Quarter Town Line Fairview St.Woodland Cres.3100 4 50 Quarter Town Line James Ave.Fairview St.3400 4 50 Quarter Town Line North St. W James Ave.4000 4 50 Quarter Town Line Park Pl.North St. W 3200 4 50 Quarter Town Line Glendale Dr.Park Pl.3200 4 50 Cranberry Rd.Beckett Blvd.North Town Limit 2600 4 50 Cranberry Rd.North St. E Beckett Blvd.2500 4 50 Page 543 of 876 39 Appendix C Rail traffic data Page 544 of 876 40 Appendix D Site layout Page 545 of 876 41 Appendix E CPR/OSR Requirements Page 546 of 876 Lindprop Residential Subdivision, Tillsonburg Transportation Impact Study Paradigm Transportation Solutions Limited April 2022 210767 Page 547 of 876 Paradigm Transportation Solutions Limited Project Number 210767 Date: April 2022 Version 1.0.0 Lindprop Residential Subdivision, Tillsonburg Transportation Impact Study Client Lindprop Corp. Client Contact Alex Muirhead Cyril J. Demeyere Limited 261 Broadway Tillsonburg ON N4G 4H8 << Original Signed By >> Consultant Project Team Rajan Philips, M.Sc. (PI), P.Eng. Maddison Murch, EIT Rajan Philips, M.Sc. (PI), P.Eng. Paradigm Transportation Solutions Limited 5A-150 Pinebush Road Cambridge ON N1R 8J8 p: 519.896.3163 905.381.2229 416.479.9684 www.ptsl.com Disclaimer This document has been prepared for the titled project or named part thereof (the “project”) and except for approval and commenting municipalities and agencies in their review and approval of this project, should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authorization of Paradigm Transportation Solutions Limited being obtained. Paradigm Transportation Solutions Limited accepts no responsibility or liability for the consequence of this document being used for a purpose other than the project for which it was commissioned. Any person using or relying on the document for such other purpose agrees and will by such use or reliance be taken to confirm their agreement to indemnify Paradigm Transportation Solutions Limited for all loss or damage resulting there from. Paradigm Transportation Solutions Limited accepts no responsibility or liability for this document to any party other than the person by whom it was commissioned and the approval and commenting municipalities and agencies for the project. To the extent that this report is based on information supplied by other parties, Paradigm Transportation Solutions Limited accepts no liability for any loss or damage suffered by the client, whether through contract or tort, stemming from any conclusions based on data supplied by parties other than Paradigm Transportation Solutions Limited and used by Paradigm Transportation Solutions Limited in preparing this report. Copyright Notice This report is protected by Canadian and International copyright laws. Reproduction and/or distribution of the report without the written permission of Paradigm Transportation Solutions Limited is prohibited. © 2021 Paradigm Transportation Solutions Limited. All rights reserved Page 548 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page i Executive Summary Content Paradigm Transportation Solutions Limited (Paradigm) has been retained to conduct this Transportation Impact Study (TIS) for Phases 1 to 3 of the proposed Lindprop residential subdivision located in the Town of Tillsonburg, Oxford County. This Transportation Impact Study (TIS) includes an analysis of existing traffic conditions, a description of the proposed development, traffic forecasts for a five-year horizon from the date of TIS submission (2027) and ten-year horizon (2032), and assessment of traffic impacts with recommendations to accommodate the proposed development as appropriate. Development Concept The subject lands are located north of North Street, east of the existing Rolling Meadows Subdivision and west of the Canadian Pacific Railway. The proposed subdivision is to be completed in three phases. Phase 1 and Phase 2 include 89 single-family units and 385 townhouses for a total of 474 units, and are to be completed by 2027 (five-year horizon). Phase 3 includes 87 single-family units and 203 townhouses for a total of 290 units, and is to be completed by 2032 (ten-year horizon). In the five-year horizon (Phase 1 and Phase 2), vehicular access will be provided via a connection to North Street (Braun Avenue) and Tanager Drive (Canary Street), through the approved Northcrest Subdivision Phase 2. In the ten-year horizon (full build-out), an additional connection will be provided to Broadway (Street D/Street Nine) through the adjacent Rolling Meadows North subdivision. TIS Scope The scope of the Transportation Impact Study for the proposed development includes: Study Area intersections: • Broadway and North Street (signalized); • North Street and Woodcock Drive (unsignalized); • North Street and Falcon Road (unsignalized); Page 549 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page ii • North Street and Braun Avenue/Coulthard Street (unsignalized); • North Street and Cranberry Road/Tillson Avenue (unsignalized); and • Broadway and Future Street D. Analysis Periods: Weekday AM and PM peak hours. Background Developments: • Rolling Meadows North; and • Northcrest Phase 2. Traffic Conditions: Base Year (2022), five-year horizon (2027) and ten-year horizon (2032). Conclusions Based on the investigations carried out, it is concluded that: Existing Traffic Conditions: The study area intersections are operating with acceptable levels of service. Development Trip Generation: The subdivision is forecast to generate a total of 411 AM peak hour trips and 508 PM peak hour trips: • Phase 1 and Phase 2: 247 AM peak hour trips and 306 PM peak hour trips; and • Phase 3: 164 AM peak hour trips and 202 PM peak hour trips. Other Area Development Traffic: • Northcrest Subdivision Phase 2: 154 AM peak hour trips and 189 PM peak hour trips. • Rolling Meadows North Subdivision: 114 AM peak hour trips and 141 PM peak hour trips. 2027 Background Traffic Conditions: The study area intersections are forecast to operate with acceptable levels of service, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street, which is forecast to operate with LOS D and a v/c ratio of 0.85 during the AM peak hour. 2027 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movement at the intersection of Broadway and North Street as under 2027 background traffic conditions, with the addition of the westbound Page 550 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page iii left-turn movement which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. 2032 Background Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions. 2032 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movements as under 2032 background traffic conditions, with the addition of the following critical movements: • Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. The eastbound shared through/right-turn movement is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the PM peak hour. • North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.51 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. • Broadway and Street D: A southbound left-turn lane with 40 metres of storage is warranted on Broadway at Street D under 2032 forecast total traffic volumes. Road Classification: Based on Transportation Association of Canada (TAC) guidelines, the projected daily roadway traffic volumes are in the range for collector roads for Braun Avenue, Street D/Street Nine and Mallard Street, and in the range for local road classification for all other subdivision roadways. Recommendations Based on the findings and conclusions of this study, it is recommended that the development be approved as proposed. Page 551 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page iv Contents 1 Introduction ................................................................ 1 1.1 Overview ................................................................................... 1 1.2 Purpose and Scope .................................................................. 1 2 Existing Conditions ................................................... 4 2.1 Existing Roadways ................................................................... 4 2.2 Transit Service .......................................................................... 6 2.3 Traffic Volumes ........................................................................ 6 2.4 Traffic Operations .................................................................. 10 3 Development Concept ............................................. 13 3.1 Development Description ...................................................... 13 3.2 Development Trip Generation ............................................... 15 3.3 Development Trip Distribution and Assignment ................. 15 4 Evaluation of Future Traffic Conditions ................. 21 4.1 Background Traffic Forecasts ............................................... 21 4.1.1 Other Area Developments ........................................................ 21 4.1.2 Network Improvements............................................................. 22 4.2 2027 Background Traffic Operations .................................... 24 4.3 2027 Total Traffic Operations ................................................ 29 4.4 2032 Background Traffic Operations .................................... 34 4.5 2032 Total Traffic Operations ................................................ 39 5 Remedial Measures .................................................. 44 5.1 Left-Turn Lanes ...................................................................... 44 5.2 Internal Subdivision Roads ................................................... 44 5.2.1 Road Classification ................................................................... 44 5.2.2 Road Cross-Section ................................................................. 45 5.2.3 Traffic Control ........................................................................... 45 6 Conclusions and Recommendations ..................... 46 6.1 Conclusions ............................................................................ 46 6.2 Recommendations ................................................................. 47 Page 552 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page v Appendices Appendix A Pre-Study Consultation Appendix B Existing Traffic Data Appendix C Existing Traffic Operations Reports Appendix D Background Development Traffic Volumes Appendix E 2027 Background Traffic Operations Reports Appendix F 2027 Total Traffic Operations Reports Appendix G 2032 Background Traffic Operations Reports Appendix H 2032 Total Traffic Operations Reports Appendix I Left-Turn Lane Warrants Figures Figure 1.1: Location of Subject Lands ............................................ 3 Figure 2.1: Existing Lane Configuration and Traffic Control ........ 5 Figure 2.2: Existing Transit Network ............................................... 7 Figure 2.3a: Base Year (2022) Traffic Volumes – AM Peak Hour .... 8 Figure 2.3b: Base Year (2022) Traffic Volumes – PM Peak Hour .... 9 Figure 3.1: Draft Plan of Subdivision ............................................ 14 Figure 3.2a: 2027 Site Generated Traffic Volumes – AM Peak Hour ....................................................................................... 17 Figure 3.2b: 2027 Site Generated Traffic Volumes – PM Peak Hour ....................................................................................... 18 Figure 3.3a: 2032 Site Generated Traffic Volumes – AM Peak Hour ....................................................................................... 19 Figure 3.3b: 2032 Site Generated Traffic Volumes – PM Peak Hour ....................................................................................... 20 Figure 4.1: Other Area Development Locations ........................... 23 Figure 4.2a: 2027 Background Traffic Volumes – AM Peak Hour . 25 Figure 4.2b: 2027 Background Traffic Volumes – PM Peak Hour . 26 Figure 4.3a: 2027 Total Traffic Volumes – AM Peak Hour ............. 30 Figure 4.3b: 2027 Total Traffic Volumes – PM Peak Hour ............. 31 Figure 4.4a: 2032 Background Traffic Volumes – AM Peak Hour . 35 Figure 4.4b: 2032 Background Traffic Volumes – PM Peak Hour . 36 Figure 4.5a: 2032 Total Traffic Volumes – AM Peak Hour ............. 40 Figure 4.5b: 2032 Total Traffic Volumes – PM Peak Hour ............. 41 Page 553 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page vi Tables Table 2.1: Turning Movement Count Summary ............................ 6 Table 2.2a: Existing Traffic Operations – AM Peak Hour ........... 11 Table 2.2b: Existing Traffic Operations – PM Peak Hour ........... 12 Table 3.1: Trip Generation – Phase 1 and Phase 2 ..................... 15 Table 3.2: Trip Generation – Full Build-Out ................................ 15 Table 3.3: Estimated Trip Distribution ......................................... 16 Table 4.1a: 2027 Background Traffic Operations – AM Peak Hour 27 Table 4.1b: 2027 Background Traffic Operations – PM Peak Hour 28 Table 4.2a: 2027 Total Traffic Operations – AM Peak Hour ........ 32 Table 4.2b: 2027 Total Traffic Operations – PM Peak Hour ........ 33 Table 4.3a: 2032 Background Traffic Operations – AM Peak Hour 37 Table 4.3b: 2032 Background Traffic Operations – PM Peak Hour 38 Table 4.4a: 2032 Total Traffic Operations – AM Peak Hour ........ 42 Table 4.4b: 2032 Total Traffic Operations – PM Peak Hour ........ 43 Table 5.1: Daily Traffic Volumes .................................................. 45 Page 554 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 1 1 Introduction 1.1 Overview Paradigm Transportation Solutions Limited (Paradigm) has been retained to conduct this Transportation Impact Study (TIS) for Phases 1 to 3 of the proposed Lindprop residential subdivision located in the Town of Tillsonburg, Oxford County. Figure 1.1 illustrates the location of the subject lands. The subject lands are located north of North Street, east of the existing Rolling Meadows Subdivision and west of the Canadian Pacific Railway. The proposed subdivision is to be completed in three phases. Phase 1 and Phase 2 include 89 single-family units and 385 townhouses for a total of 474 units, and are to be completed by 2027 (five-year horizon). Phase 3 includes 87 single-family units and 203 townhouses for a total of 290 units, and is to be completed by 2032 (ten-year horizon). In the five-year horizon (Phase 1 and Phase 2), vehicular access will be provided via a connection to North Street (Braun Avenue) and Tanager Drive (Canary Street), through the approved Northcrest Subdivision Phase 2. In the ten-year horizon (full build-out), an additional connection will be provided to Broadway (Street D/Street Nine) through the adjacent Rolling Meadows North subdivision. 1.2 Purpose and Scope The purpose of this report is to identify and assess the potential traffic impact resulting from the proposed development. The scope of the study, developed in consultation with Oxford County and Town of Tillsonburg staff via e-mail in December 2021, includes: Assessment of the current traffic and site conditions within the study area; Estimates of background traffic growth for a five-year horizon (2027) and ten-year horizon (2032); Estimates of additional traffic generated by the subject site; Analyses of the impact of the future traffic on the surrounding road network, including the following study area intersections: • Broadway and North Street (signalized); • North Street and Woodcock Drive (unsignalized); • North Street and Falcon Road (unsignalized); Page 555 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 2 • North Street and Braun Avenue/Coulthard Street (unsignalized); • North Street and Cranberry Road/Tillson Avenue (unsignalized); and • Broadway and Future Street D. Recommendations necessary to mitigate the site generated traffic in a satisfactory manner. Appendix A contains the pre-study consultation material and responses from Oxford County and Town of Tillsonburg staff. This study has been prepared in accordance with the requirements detailed by the County of Oxford Traffic Impact Study Guidelines 1. 1 Guidelines and Requirements for Traffic Impact Studies, County of Oxford, October 2009. Page 556 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 3 Figure 1.1: Location of Subject Lands Location of Subject LandsFigure 1.1LindpropSubdivision, Tillsonburg TIS210767Image Source: Oxford County GISSubject LandsPage 557 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 4 2 Existing Conditions 2.1 Existing Roadways The main roadways near the subject site considered in assessing the traffic impacts of the development include: Broadway (County Road 19) is a north-south County arterial road 2 with a predominately three-lane cross section. The roadway has a posted speed limit of 50 km/h south of North Street and 60 km/h to the north. Sidewalks are provided on both sides of the roadway south of North Street and on the east side to the north. North Street is an east-west arterial road with a two-lane cross section and a posted speed limit of 50 km/h. Sidewalks are provided on both sides of the roadway. Cranberry Road / Tillson Avenue are north-south arterial roads with a two-lane cross section and a posted speed limit of 50 km/h. Sidewalks are provided on the east side of the roadway south of North Street. Woodcock Drive, Falcon Road and Coulthard Street are local roads with a two-lane cross section and an assumed speed limit of 50 km/h. Braun Avenue, including the extension to Broadway, is identified as a collector road in the County’s Official Plan. Figure 2.1 illustrates the existing lane configuration and traffic control at the study area intersections. 2 Town of Tillsonburg Transportation Network Plan, County of Oxford Official Plan. October 2008. Page 558 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 5 Figure 2.1: Existing Lane Configuration and Traffic Control Existing Lane Configuration and Traffic ControlFigure 2.1LindpropSubdivision, Tillsonburg TIS210767Image Source: Oxford County GISSubject LandsPage 559 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 6 2.2 Transit Service Tillsonburg Transit (T:GO) operates two lines within the study area. Figure 2.2 illustrates the existing transit service. The Red and Blue Lines operate along Broadway with stops in Downtown Tillsonburg and Norfolk Mall. The Blue line operates Monday to Friday from 6:00 AM to 8:00 AM and 2:00 PM to 4:00 PM. The Red line operates Monday to Friday from 8:00 AM to 2:00 PM and 4:00 PM to 6:00 PM. The nearest stops are located on Broadway south of North Street and on Broadway at the Sobeys plaza. 2.3 Traffic Volumes Turning movement counts were collected by Paradigm on 27 January 2022. Table 2.1 summarizes the AM and PM peak hour start times at the study area intersections. TABLE 2.1: TURNING MOVEMENT COUNT SUMMARY Northbound and southbound through, northbound left-turn and eastbound right-turn traffic volumes at the intersection of Broadway and North Street were observed to be lower compared to counts at this intersection from November 2015 and July 2020. Adjustment factors were developed for the AM (1.18 northbound and 1.17 southbound) and PM (1.33 northbound and 1.16 southbound) peak hours based on a comparison of inbound/outbound traffic on the south leg between January 2022 and November 2015. These factors were applied to the January 2022 traffic counts. No adjustments were made to the remaining study area intersections. Figure 2.3a and Figure 2.3b illustrate the base year AM and PM weekday peak hour traffic volumes. Appendix B contains the detailed traffic counts and signal timings for the study area intersections. Intersection AM Peak Hour PM Peak Hour Broadway and North Street 8:00 AM 3:30 PM North Street and Woodcock Drive 8:00 AM 3:30 PM North Street and Falcon Road 8:00 AM 3:15 PM North Street and Coulthard Street/Braun Ave 8:00 AM 3:15 PM North Street and Cranberry Road/Tillson Ave 8:00 AM 4:00 PM Page 560 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 7 Figure 2.2: Existing Transit Network Figure 2.2LindpropSubdivision, Tillsonburg TIS 210767 Existing Transit Network Image Source: Tillsonburg Transit Subject Lands Page 561 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 8 Figure 2.3a: Base Year (2022) Traffic Volumes – AM Peak Hour Base Year (2022) Traffic VolumesAM Peak HourFigure 2.3aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E300Subject LandsLindprop SubdivisionBraun Ave307000030730000North St W1123356603676307197030047200307300491188417067000175631107812070141292242572531125224819819019417981781797222323041996127257594114389144245232905831257722376234618BroadwayWoodcock DrCranberry RdFalcon Rd2703761514205448Vance Dr13Coulthard St17Tillson Ave2372331053189241069Page 562 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 9 Figure 2.3b: Base Year (2022) Traffic Volumes – PM Peak Hour Base Year (2022) Traffic VolumesPM Peak HourFigure 2.3bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E503Subject LandsLindprop SubdivisionBraun Ave454000045450300North St W373611059611101454402905032215Woodcock DrCranberry RdFalcon Rd0454503193243162516500018767011878092158201262772803125724926325627226752562748727627262571018424411310010415614023622116010777114433210123418112Broadway3085773126360552Vance Dr21Coulthard St11Tillson Ave231227147132302270124Page 563 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 10 2.4 Traffic Operations The level of service conditions at the study area intersections have been assessed using Synchro 10. Movements are considered critical under the following conditions: Volume/capacity (v/c) ratios for through movements exceeding 0.85; V/C ratios for left-turn movements at signalized intersections with left-turn phasing, exceeding 0.95; Level of service (LOS) on individual movements that exceeds LOS “E” for existing intersections; and/or 95th percentile queue lengths for individual movements exceeds available lane storage. Intersection LOS is a recognized method of quantifying the average delay experienced by drivers at intersections. It is based on the delay experienced by individual vehicles executing the various movements. The delay is related to the number of vehicles intending to make a particular movement, compared to the estimated capacity for that movement. The capacity is based on a number of criteria related to the opposing traffic flows and intersection geometry. The highest possible rating is LOS A, under which the average total delay is equal or less than 10.0 seconds per vehicle. When the average delay exceeds 80 seconds for signalized intersections, 50 seconds for unsignalized intersections or when the volume to capacity ratio is greater than 1.0, the movement is classed as LOS F and remedial measures are usually implemented if they are feasible. LOS E is usually used as a guideline for the determination of road improvement needs on through lanes, while LOS F may be acceptable for left-turn movements at peak times, depending on delays. Table 2.2a and Table 2.2b summarize the results of the intersection operational analysis under existing conditions, including the AM and PM peak hour LOS, v/c ratios, and 95th percentile queues experienced. The results indicate that the study area intersections are operating with acceptable levels of service, and with no problem movements. Appendix C contains the detailed Synchro 10 reports. Page 564 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 11 TABLE 2.2A: EXISTING TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D B B >B B B >B B B >B B Delay 26 36 >36 19 15 >16 11 14 >13 11 17 >16 20 V/C 0.11 0.77 >0.29 0.31 >0.15 0.25 >0.14 0.22 > Q 9 64 >16 26 >13 24 >10 23 > Stor.30 - >40 - >110 - >50 - > Avail.21 - >24 - >97 - >40 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >0 8 0 >0 <12 >12 <10 >10 V/C 0.01 0.00 >0.00 0.00 > <0.03 > <0.07 > Q 0 0 > 0 0 > < 1 > < 2 > Stor.40 - >40 - > < - > < - > Avail.40 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 11 >11 V/C 0.00 0.00 0.00 >0.04 > Q 0 0 0 >1 > Stor.40 -- >-> Avail.40 -- >-> LOS A >A < A A B >B Delay 0 >0 < 8 0 11 >11 V/C 0.00 > <0.01 0.03 > Q 0 > < 0 1 > LOS A B >B A A >A B A >B < A A A Delay 10 11 >11 10 9 >10 11 10 >10 < 9 8 9 V/C 0.01 0.36 >0.13 0.12 >0.20 0.17 > <0.11 0.03 Q 0 12 > 4 3 > 5 4 > < 3 1 Stor.25 - >30 - >40 - > < -25 Avail.25 - >26 - >35 - > < -24 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 565 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 12 TABLE 2.2B: EXISTING TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C C >C C B >B B B >B A B >B B Delay 28 23 >24 21 16 >17 10 14 >13 10 16 >15 16 V/C 0.16 0.58 >0.33 0.43 >0.31 0.35 >0.25 0.34 > Q 10 31 >19 30 >21 36 >16 35 > Stor.30 - >40 - >110 - >50 - > Avail.20 - >21 - >89 - >34 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >1 8 0 >0 <13 >13 <12 >12 V/C 0.03 0.00 >0.01 0.00 > <0.07 > <0.05 > Q 1 0 > 0 0 > < 2 > < 1 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 12 >12 V/C 0.01 0.00 0.00 >0.03 > Q 0 0 0 >1 > Stor.40 -- >-> Avail.40 -- >-> LOS A >A < A A B >B Delay 0 >0 < 8 0 11 >11 V/C 0.00 > <0.00 0.05 > Q 0 > < 0 1 > LOS A B >B B B >B B B >B < B A B Delay 10 12 >12 11 10 >11 12 12 >12 <10 9 10 V/C 0.02 0.39 >0.19 0.13 >0.29 0.36 > <0.16 0.03 Q 1 14 > 5 3 > 9 13 > < 4 1 Stor.25 - >30 - >40 - > < -25 Avail.24 - >25 - >31 - > < -24 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 566 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 13 3 Development Concept 3.1 Development Description The subject lands are located north of North Street, east of the existing Rolling Meadows Subdivision and west of the Canadian Pacific Railway. The proposed subdivision is to be completed in three phases. Phase 1 and Phase 2 include 89 single-family units and 385 townhouses for a total of 474 units, and are to be completed by 2027 (five-year horizon). Phase 3 includes 87 single-family units and 203 townhouses for a total of 290 units, and is to be completed by 2032 (ten-year horizon). In the five-year horizon (Phase 1 and Phase 2), vehicular access will be provided via a connection to North Street (Braun Avenue) and Tanager Drive (Canary Street), through the approved Northcrest Subdivision Phase 2. In the ten-year horizon (full build-out), an additional connection will be provided to Broadway (Street D/Street Nine) through the adjacent Rolling Meadows North subdivision. Figure 3.1 illustrates the Draft Plan. Page 567 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 14 Figure 3.1: Draft Plan of Subdivision Draft Plan of SubdivisionFigure 3.1LindpropSubdivision, Tillsonburg TIS210767Page 568 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 15 3.2 Development Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Manual 3 provides rates and equations which were used to estimate the peak hour traffic volumes generated by the development. The land uses proposed for the development correspond to the following ITE Land Use Codes (LUC): LUC 210 (Single-Family Detached Housing); LUC 215 (Single-Family Attached Housing); and LUC 220 (Multifamily Housing Low-Rise). Table 3.1 summarizes the forecast number of net new trips generated by Phase 1 and Phase 2 of the proposed development. TABLE 3.1: TRIP GENERATION – PHASE 1 AND PHASE 2 Table 3.2 summarizes the forecast number of net new trips generated by full build-out of the proposed development. TABLE 3.2: TRIP GENERATION – FULL BUILD-OUT 3.3 Development Trip Distribution and Assignment The trip distribution proportions were determined based on existing traffic volumes at the study area intersections. Table 3.3 displays the breakdown of trip distributions used in this study. 3 Institute of Transportation Engineers Trip Generation Manual 11th Edition, 2021. Rate In Out Total Rate In Out Total LUC 210 - Single-Family Detached Housing 89 Eq 17 50 67 Eq 56 33 89 LUC 215 - Single-Family Attached Housing 209 Eq 32 71 103 Eq 69 52 121 LUC 220 - Multifamily Housing (Low-Rise)176 Eq 18 59 77 Eq 59 37 96 67 180 247 184 122 306 LUC 210 - AM: Ln(T) = 0.91Ln(X)+0.12 | PM: Ln(T) = 0.94Ln(X)+0.27 LUC 215 - AM: T = 0.52(X)-5.70| PM: T = 0.60(X)-3.93 LUC 220 - AM: T = 0.31(X)+22.85| PM: T = 0.43(X)+20.55 Total Trip Generation PM Peak HourLand Use Number of Units AM Peak Hour Rate In Out Total Rate In Out Total LUC 210 - Single-Family Detached Housing 176 Eq 33 92 125 Eq 106 63 169 LUC 215 - Single-Family Attached Housing 412 Eq 65 144 209 Eq 139 104 243 LUC 220 - Multifamily Housing (Low-Rise)176 Eq 18 59 77 Eq 59 37 96 116 295 411 304 204 508 LUC 210 - AM: Ln(T) = 0.91Ln(X)+0.12 | PM: Ln(T) = 0.94Ln(X)+0.27 LUC 215 - AM: T = 0.52(X)-5.70| PM: T = 0.60(X)-3.93 LUC 220 - AM: T = 0.31(X)+22.85| PM: T = 0.43(X)+20.55 Total Trip Generation Land Use Number of Units AM Peak Hour PM Peak Hour Page 569 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 16 TABLE 3.3: ESTIMATED TRIP DISTRIBUTION Figure 3.2a and Figure 3.2b illustrate the 2027 (Phase 1 and Phase 2) site-generated traffic volumes for the AM and PM peak hours, respectively. Figure 3.3a and Figure 3.3b illustrate the 2032 (full build-out) site- generated traffic volumes for the AM and PM peak hours, respectively. Origin/Destination Percentage Nor th via Broadway 25% North via Cranberry Rd 5% South via Broadway 25% South via Tillson Ave 15% East via North St 15% West via North St 15% Total 100% Page 570 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 17 Figure 3.2a: 2027 Site Generated Traffic Volumes – AM Peak Hour 2027 Site Generated Traffic VolumesAM Peak HourFigure 3.2aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E170017450Woodcock DrFalcon Rd162Cranberry RdSubject LandsLindprop Subdivision00045917018North St W00174503450661BroadwayBraun Ave45170271172210057213000001261056323010100444404444117105107107023274511711701170002740600027100017440002717001045Vance Dr0Coulthard St0Tillson Ave1000927446464063Page 571 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 18 Figure 3.2b: 2027 Site Generated Traffic Volumes – PM Peak Hour 2027 Site Generated Traffic VolumesPM Peak HourFigure 3.2bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E453145314500BroadwayWoodcock DrFalcon RdCranberry Rd459310181666012110Subject LandsLindprop SubdivisionBraun Ave000310111111107North St W004531001880662803859900000847265028280119119011911980727878065183180800806184242280000018107400018280046119000121846002831Vance Dr0Coulthard St0Tillson AvePage 572 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 19 Figure 3.3a: 2032 Site Generated Traffic Volumes – AM Peak Hour 2032 Site Generated Traffic VolumesAM Peak HourFigure 3.3aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E4329307462459BroadwayWoodcock DrFalcon RdCranberry Rd43629087015020179Subject LandsLindprop SubdivisionBraun Ave3796381514444434North St W037615004496441709336600000101086400171703838038389686909004044379696096154410310317000004434100004417014153800044429001774Vance Dr0Coulthard St0Tillson AvePage 573 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 20 Figure 3.3b: 2032 Site Generated Traffic Volumes – PM Peak Hour 2032 Site Generated Traffic VolumesPM Peak HourFigure 3.3bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E40487550156040BroadwayWoodcock DrFalcon RdCranberry Rd40154802118510014125Subject LandsLindprop SubdivisionBraun Ave2565981038969689North St W02515100031671111460659615000007760107046460999909999676071710107312667670671031727246000003189700031460383899000103176004651Vance Dr0Coulthard St0Tillson AvePage 574 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 21 4 Evaluation of Future Traffic Conditions The assessment of future traffic conditions contained in this section includes estimates of future background and total traffic volumes, and the analyses for the 2027 and 2032 horizon years. 4.1 Background Traffic Forecasts In order to derive the 2027 and 2032 generalized background traffic volumes, a growth rate of 2% compounded per annum was applied to the existing roadway traffic volumes. This growth rate was confirmed with County and Town staff during the pre-study consultation. 4.1.1 Other Area Developments During pre-study consultation, the Town and County staff indicated that the following subdivisions be included in the background traffic volumes: Northcrest Subdivision Phase 2 is located immediately east of the existing Rolling Meadows subdivision. A TIS for this subdivision was completed in July 2008 with an assumption of 175 residential units and 18,000 square feet of commercial uses. The subdivision is now planned to consist of 273 residential units including 71 single-family units and 202 townhouse units, and is expected to be completed by 2023. Using the same LUC’s as in Section 3.2, the subdivision is forecast to generate 154 AM peak hour trips and 189 PM peak hour trips. Trips have been assigned to the study area network based on the trip distribution used in the July 2008 TIS. Rolling Meadows North Subdivision is located immediately north of the existing Rolling Meadows subdivision. The proposed subdivision will include 60 single-family units and 140 townhouses for a total of 200 units, to be completed by 2027 (five-year horizon). A TIS is simultaneously being completed for the subdivision, indicating that the development is forecast to generate 114 AM peak hour trips and 141 PM peak hour trips 4. Figure 4.1 illustrates the location of the other area developments. Appendix D contains the other area development traffic volumes. 4 Rolling Meadows North Residential Subdivision, Tillsonburg Transportation Impact Study. Prepared by Paradigm Transportation Solutions Limited, March 2022. Page 575 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 22 4.1.2 Network Improvements Eastbound and westbound left-turn lanes with 20 metres of storage are to be provided on North Street at Braun Avenue/Coulthard Street by the five-year horizon (2027). Page 576 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 23 Figure 4.1: Other Area Development Locations Other Area Development LocationsFigure 4.1LindpropSubdivision, Tillsonburg TIS210767Rolling Meadows North SubdivisionImage Source: Oxford County GISNorthcrestSubdivision Phase 2Subject LandsPage 577 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 24 4.2 2027 Background Traffic Operations Figure 4.2a and Figure 4.2b illustrate the 2027 background traffic volumes, including road traffic growth and other area development traffic. The 2027 background traffic volumes have been analyzed using the same methodology as under existing traffic conditions. Signal timings have not been optimized. Table 4.1a and Table 4.1b summarize the results of the 2027 background traffic operations. The results indicate that the study area intersections are forecast to operate with acceptable levels of service during the AM and PM peak hours, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street which is forecast to operate with LOS D and a v/c ratio of 0.85 during the AM peak hour. Appendix E contains the supporting detailed Synchro 10 reports. Page 578 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 25 Figure 4.2a: 2027 Background Traffic Volumes – AM Peak Hour 2027 Background Traffic VolumesAM Peak HourFigure 4.2aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E3244371514237547Vance Dr13Coulthard St17Tillson Ave127654515889185309293905114153852461062896187716433726339332353243213032702832668219233132380385430414162316North St W12257801129341362861320483018722623127143332531216571Woodcock DrFalcon RdCranberry Rd3413242223231312384034938434938434900000BroadwaySubject LandsLindprop SubdivisionBraun Ave8738450252983349Page 579 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 26 Figure 4.2b: 2027 Background Traffic Volumes – PM Peak Hour 2027 Background Traffic VolumesPM Peak HourFigure 4.2bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E3606923126425647Vance Dr21Coulthard St11Tillson Ave190125110115156174329272160101011161593671663361811210219826029444442913723653633393773715340329133399391635516219294North St W413991621375011293233831795012182784802426242338744750Woodcock DrFalcon RdCranberry Rd3523335531229136533060253360253360200000BroadwaySubject LandsLindprop SubdivisionBraun Ave1195331187473142602Page 580 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 27 TABLE 4.1A: 2027 BACKGROUND TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D C B >C B B >B B B >B C Delay 26 44 >43 26 19 >21 11 14 >14 12 18 >16 23 V/C 0.12 0.85 >0.56 0.50 >0.18 0.32 >0.21 0.24 > Q 10 84 >27 44 >14 27 >14 25 > Stor.30 - >40 - >110 - >50 - > Avail.20 - >13 - >96 - >36 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >1 8 0 >0 <15 >15 <13 >13 V/C 0.03 0.00 >0.00 0.00 > <0.04 > <0.23 > Q 1 0 > 0 0 > < 1 > < 7 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 13 >13 V/C 0.01 0.00 0.00 >0.14 > Q 0 0 0 >4 > Stor.40 -- >-> Avail.40 -- >-> LOS A A >A A A >A < B >B B A >B Delay 8 0 >0 8 0 >0 <14 >14 15 10 >11 V/C 0.02 0.00 >0.01 0.00 > <0.04 >0.05 0.07 > Q 1 0 > 0 0 > < 1 > 2 2 > Stor.20 - >20 - > < - >45 - > Avail.19 - >20 - > < - >43 - > LOS A B >B B B >B B B >B < B A A Delay 10 14 >14 10 10 >10 12 10 >11 <10 9 10 V/C 0.03 0.50 >0.15 0.16 >0.26 0.20 > <0.13 0.04 Q 1 21 > 4 4 > 8 5 > < 3 1 Stor.25 - >30 - >40 - > < -25 Avail.24 - >26 - >32 - > < -24 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 581 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 28 TABLE 4.1B: 2027 BACKGROUND TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >C C B >C B B >B B B >B B Delay 27 35 >34 25 19 >21 13 17 >16 16 19 >18 20 V/C 0.17 0.74 >0.52 0.53 >0.38 0.49 >0.48 0.40 > Q 11 50 >27 46 >24 44 >25 40 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >13 - >86 - >25 - > LOS A A >A A A >A < C >C < C >C Delay 8 0 >2 8 0 >0 <20 >20 <16 >16 V/C 0.08 0.00 >0.01 0.00 > <0.12 > <0.20 > Q 2 0 > 0 0 > < 3 > < 5 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 1 0 >0 16 >16 V/C 0.04 0.00 0.00 >0.13 > Q 1 0 0 >3 > Stor.40 -- >-> Avail.39 -- >-> LOS A A >A A A >A < C >C C B >B Delay 8 0 >1 8 0 >0 <16 >16 18 10 >12 V/C 0.05 0.00 >0.00 0.00 > <0.08 >0.04 0.06 > Q 2 0 > 0 0 > < 2 > 1 2 > Stor.20 - >20 - > < - >45 - > Avail.18 - >20 - > < - >44 - > LOS B C >C B B >B B B >B < B A B Delay 10 16 >16 12 11 >12 14 14 >14 <12 10 11 V/C 0.04 0.53 >0.23 0.20 >0.40 0.44 > <0.20 0.05 Q 1 22 > 7 5 >14 16 > < 5 2 Stor.25 - >30 - >40 - > < -25 Avail.24 - >23 - >26 - > < -23 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 582 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 29 4.3 2027 Total Traffic Operations Figure 4.3a and Figure 4.3b illustrate the 2027 total traffic volumes, including trips generated by the proposed development. The 2027 total traffic volumes have been analyzed using the same methodology as under existing and background traffic conditions. Signal timings have not been optimized. Table 4.2a and Table 4.2b summarize the results of the 2027 total traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2027 background traffic conditions, except for the westbound left-turn movement at the intersection of Broadway and North Street which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. Appendix F contains the supporting detailed Synchro 10 reports. Page 583 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 30 Figure 4.3a: 2027 Total Traffic Volumes – AM Peak Hour 2027 Total Traffic VolumesAM Peak HourFigure 4.3aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E3514541514247592Vance Dr13Coulthard St17Tillson Ave137654515889212349299905141163852461233336187717434726383376353683654203753903738242260177497502442123189379North St W12257971579341634031520693075282562312714453815812183233Woodcock DrFalcon RdCranberry Rd3873706225537616429036642936642936600000BroadwayBraun AveSubject LandsLindprop Subdivision9042950319092366Page 584 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 31 Figure 4.3b: 2027 Total Traffic Volumes – PM Peak Hour 2027 Total Traffic VolumesPM Peak HourFigure 4.3bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E3787383126453678Vance Dr21Coulthard St11Tillson Ave218125110115156192436276160101191441593672124551811210222628829563561914914844434114554495405347164479471643522237336North St W413992071685011474034432312305077368480242632271107459160Woodcock DrFalcon RdCranberry Rd46344416237733348564064756464756464700000BroadwaySubject LandsLindprop SubdivisionBraun Ave12856411892239148647Page 585 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 32 TABLE 4.2A: 2027 TOTAL TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D D C >C B B >B B B >B C Delay 26 51 >49 40 21 >28 11 14 >13 12 18 >16 26 V/C 0.13 0.89 >0.76 0.59 >0.18 0.35 >0.26 0.26 > Q 10 89 >47 60 >14 26 >16 25 > Stor.30 - >40 - >110 - >50 - > Avail.20 - >-7 - >96 - >34 - > LOS A A >A A A >A < C >C < C >C Delay 8 0 >1 8 0 >0 <18 >18 <16 >16 V/C 0.03 0.00 >0.00 0.00 > <0.06 > <0.28 > Q 1 0 > 0 0 > < 2 > < 9 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 0 0 >0 16 >16 V/C 0.02 0.00 0.00 >0.21 > Q 1 0 0 >6 > Stor.40 -- >-> Avail.39 -- >-> LOS A A >A A A >A < C >C C B >B Delay 8 0 >1 8 0 >0 <18 >18 20 11 >14 V/C 0.05 0.00 >0.01 0.00 > <0.05 >0.25 0.21 > Q 2 0 > 0 0 > < 2 > 8 6 > Stor.20 - >20 - > < - >45 - > Avail.18 - >20 - > < - >37 - > LOS B C >C B B >B B B >B < B A B Delay 10 17 >16 11 11 >11 12 11 >12 <10 9 10 V/C 0.05 0.60 >0.16 0.19 >0.29 0.21 > <0.13 0.05 Q 2 30 > 4 5 > 9 6 > < 4 1 Stor.25 - >30 - >40 - > < -25 Avail.23 - >26 - >31 - > < -24 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCAM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 586 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 33 TABLE 4.2B: 2027 TOTAL TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D C C >C B B >B C B >C C Delay 27 42 >41 32 21 >25 13 16 >16 24 19 >21 23 V/C 0.17 0.81 >0.67 0.61 >0.39 0.53 >0.67 0.41 > Q 11 66 >36 56 >24 44 >37 40 > Stor.30 - >40 - >110 - >50 - > Avail.19 - > 4 - >86 - >13 - > LOS A A >A A A >A < D >D < C >C Delay 9 0 >1 8 0 >0 <27 >27 <21 >21 V/C 0.09 0.00 >0.01 0.00 > <0.17 > <0.26 > Q 2 0 > 0 0 > < 4 > < 8 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 1 0 >0 20 >20 V/C 0.06 0.00 0.00 >0.21 > Q 2 0 0 >6 > Stor.40 -- >-> Avail.38 -- >-> LOS A A >A A A >A < D >D D B >C Delay 9 0 >3 8 0 >0 <26 >26 35 12 >19 V/C 0.15 0.00 >0.00 0.00 > <0.14 >0.31 0.18 > Q 4 0 > 0 0 > < 4 > 9 5 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >36 - > LOS B C >C B B >B C B >C < B B B Delay 11 20 >19 13 13 >13 17 15 >16 <12 10 12 V/C 0.05 0.62 >0.24 0.27 >0.48 0.46 > <0.21 0.07 Q 2 32 > 7 8 >20 18 > < 6 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >23 - >20 - > < -23 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Coulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSCPM Peak HourBroadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 587 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 34 4.4 2032 Background Traffic Operations Figure 4.4a and Figure 4.4b illustrate the 2032 background traffic volumes, including road traffic growth and other area development traffic. The 2032 background traffic volumes have been analyzed using the same methodology as under existing traffic conditions. Signal timings have not been optimized. Table 4.3a and Table 4.3b summarize the results of the 2032 background traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2027 background traffic conditions. Appendix G contains the supporting detailed Synchro 10 reports. Page 588 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 35 Figure 4.4a: 2032 Background Traffic Volumes – AM Peak Hour 2032 Background Traffic VolumesAM Peak HourFigure 4.4aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E254261599Vance Dr13Coulthard St17Tillson Ave34333913993512235548115147250174892023383209051231679427611131361885181370293563472634834731629230528582382541313763754316141773705147298132239101872468412714243253North St W1329478987196403412229BroadwayWoodcock DrFalcon RdCranberry Rd913859956713994383420375821103112Subject LandsLindprop SubdivisionBraun Ave385403Page 589 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 36 Figure 4.4b: 2032 Background Traffic Volumes – PM Peak Hour 2032 Background Traffic VolumesPM Peak HourFigure 4.4bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E3957583126467710Vance Dr21Coulthard St11Tillson Ave207138122127156190356297160101101251764151673541811211221528432446439703903833863684064005369360136410399637717241319North St W4544715413536113934538346102012182993902426182338604150Woodcock DrFalcon RdCranberry Rd379358553383172757210646582659585639201372030BroadwaySubject LandsLindprop SubdivisionBraun Ave131582976573156646Page 590 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 37 TABLE 4.3A: 2032 BACKGROUND TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C E >D C B >C B B >B B B >B C Delay 26 56 >53 28 19 >22 12 16 >15 12 18 >17 26 V/C 0.14 0.92 >0.59 0.45 >0.21 0.37 >0.22 0.30 > Q 11 97 >28 45 >15 31 >13 28 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >12 - >95 - >37 - > LOS A A >A A A >A < B >B < B >B Delay 8 0 >1 8 0 >0 <15 >15 <14 >14 V/C 0.02 0.00 >0.00 0.00 > <0.04 > <0.20 > Q 1 0 > 0 0 > < 1 > < 6 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A B >B Delay 8 0 0 0 >0 14 >14 V/C 0.01 0.00 0.00 >0.13 > Q 0 0 0 >3 > Stor.40 -- >-> Avail.40 -- >-> LOS A A >A A A >A < B >B C A >B Delay 8 0 >0 8 0 >0 <15 >15 15 10 >11 V/C 0.02 0.00 >0.01 0.00 > <0.04 >0.05 0.07 > Q 1 0 > 0 0 > < 1 > 2 2 > Stor.20 - >20 - > < - >45 - > Avail.19 - >20 - > < - >43 - > LOS B C >C B B >B B B >B < B A B Delay 10 16 >15 11 11 >11 12 11 >12 <11 9 10 V/C 0.03 0.56 >0.17 0.18 >0.29 0.23 > <0.15 0.04 Q 1 26 > 4 5 > 9 7 > < 4 1 Stor.25 - >30 - >40 - > < -25 Avail.24 - >26 - >31 - > < -24 LOS B >B A >A < A A Delay 12 >12 0 >0 < 8 0 V/C 0.06 >0.00 > <0.01 Q 2 >0 > < 0 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal AM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Broadway & Street D TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound Page 591 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 38 TABLE 4.3B: 2032 BACKGROUND TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D C B >C B B >B B B >B C Delay 27 39 >37 26 20 >22 15 19 >18 16 20 >19 22 V/C 0.19 0.78 >0.55 0.54 >0.46 0.54 >0.49 0.46 > Q 12 57 >28 48 >27 50 >24 45 > Stor.30 - >40 - >110 - >50 - > Avail.18 - >12 - >83 - >26 - > LOS A A >A A A >A < C >C < C >C Delay 8 0 >1 8 0 >0 <19 >19 <17 >17 V/C 0.07 0.00 >0.01 0.00 > <0.12 > <0.18 > Q 2 0 > 0 0 > < 3 > < 4 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 1 0 >0 16 >16 V/C 0.03 0.00 0.00 >0.12 > Q 1 0 0 >3 > Stor.40 -- >-> Avail.39 -- >-> LOS A A >A A A >A < C >C C B >B Delay 8 0 >1 8 0 >0 <17 >17 19 11 >13 V/C 0.05 0.00 >0.00 0.00 > <0.09 >0.05 0.06 > Q 2 0 > 0 0 > < 2 > 2 2 > Stor.20 - >20 - > < - >45 - > Avail.18 - >20 - > < - >43 - > LOS B C >C B B >B C C >C < B A B Delay 11 19 >19 13 12 >13 16 16 >16 <12 10 12 V/C 0.04 0.60 >0.27 0.23 >0.46 0.51 > <0.23 0.06 Q 1 30 > 8 7 >18 21 > < 7 2 Stor.25 - >30 - >40 - > < -25 Avail.24 - >22 - >22 - > < -23 LOS C >C A >A < A A Delay 18 >18 0 >0 < 9 0 V/C 0.07 >0.00 > <0.02 Q 2 >0 > < 1 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound PM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Broadway & Street D TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 592 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 39 4.5 2032 Total Traffic Operations Figure 4.5a and Figure 4.5b illustrate the 2032 total traffic volumes, including trips generated by the proposed development. The 2032 total traffic volumes have been analyzed using the same methodology as under existing and background traffic conditions. Signal timings have not been optimized. Table 4.4a and Table 4.4b summarize the results of the 2032 total traffic operations. The results indicate that the study area intersections are forecast to operate with similar levels of service as under 2032 background traffic conditions, except for the following movements: Broadway and North Street The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street; and The eastbound shared through/right-turn movement is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the PM peak hour. North Street and Coulthard Street/Braun Avenue The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.51 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. Appendix H contains the supporting detailed Synchro 10 reports. Page 593 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 40 Figure 4.5a: 2032 Total Traffic Volumes – AM Peak Hour 2032 Total Traffic VolumesAM Peak HourFigure 4.5aLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E294278673Vance Dr13Coulthard St17Tillson Ave4464421561339556399510151472501748924637233090516718494290126351618851983872939438526386385412378395375827829816847247144122922141451913941722710801114330684127143442139North St W133318411371102432413099BroadwayWoodcock DrFalcon RdCranberry Rd10642899762504141841349438132804712750Subject LandsLindprop SubdivisionBraun Ave428432Page 594 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 41 Figure 4.5b: 2032 Total Traffic Volumes – PM Peak Hour 2032 Total Traffic VolumesPM Peak HourFigure 4.5bLindpropSubdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E4268343126513761Vance Dr21Coulthard St11Tillson Ave253138122127156221445304160101411711764532054531811211226133032545538704894824534284774715476391162477466644427272391North St W454721691453611704124935714807711444939024262530986055175Woodcock DrFalcon RdCranberry Rd475454144445389375824868663073463565480533285128BroadwaySubject LandsLindprop SubdivisionBraun Ave1466309786258166686Page 595 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 42 TABLE 4.4A: 2032 TOTAL TRAFFIC OPERATIONS – AM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C E >E D C >C B B >B B B >B C Delay 26 61 >58 44 22 >30 12 16 >15 12 19 >18 29 V/C 0.14 0.95 >0.79 0.55 >0.22 0.40 >0.25 0.34 > Q 11 105 >47 59 >15 33 >14 32 > Stor.30 - >40 - >110 - >50 - > Avail.19 - >-7 - >95 - >36 - > LOS A A >A A A >A < C >C < C >C Delay 8 0 >1 8 0 >0 <17 >17 <16 >16 V/C 0.03 0.00 >0.00 0.00 > <0.05 > <0.24 > Q 1 0 > 0 0 > < 2 > < 7 > Stor.40 - >40 - > < - > < - > Avail.39 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 0 0 >0 16 >16 V/C 0.01 0.00 0.00 >0.21 > Q 0 0 0 >6 > Stor.40 -- >-> Avail.40 -- >-> LOS A A >A A A >A < C >C C B >C Delay 8 0 >1 8 0 >0 <19 >19 25 11 >17 V/C 0.05 0.00 >0.01 0.00 > <0.06 >0.40 0.20 > Q 1 0 > 0 0 > < 2 >14 5 > Stor.20 - >20 - > < - >45 - > Avail.19 - >20 - > < - >31 - > LOS B C >C B B >B B B >B < B A B Delay 11 24 >23 12 12 >12 14 12 >13 <11 10 11 V/C 0.07 0.73 >0.18 0.23 >0.35 0.25 > <0.16 0.06 Q 2 48 > 5 7 >11 8 > < 4 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >25 - >29 - > < -23 LOS C >C A >A < A A Delay 16 >16 0 >0 < 8 1 V/C 0.30 >0.00 > <0.03 Q 10 >0 > < 1 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound AM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Broadway & Street D TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 596 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 43 TABLE 4.4B: 2032 TOTAL TRAFFIC OPERATIONS – PM PEAK HOUR LeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLeftThroughRightApproachLOS C D >D D C >C B C >B C C >C C Delay 27 50 >48 36 22 >27 16 21 >20 23 21 >21 26 V/C 0.17 0.87 >0.71 0.60 >0.49 0.63 >0.63 0.49 > Q 12 83 >39 59 >27 58 >28 48 > Stor.30 - >40 - >110 - >50 - > Avail.18 - > 1 - >83 - >22 - > LOS A A >A A A >A < C >C < C >C Delay 9 0 >1 8 0 >0 <24 >24 <21 >21 V/C 0.07 0.00 >0.01 0.00 > <0.15 > <0.22 > Q 2 0 > 0 0 > < 4 > < 6 > Stor.40 - >40 - > < - > < - > Avail.38 - >40 - > < - > < - > LOS A A A A >A C >C Delay 9 0 1 0 >0 21 >21 V/C 0.04 0.00 0.00 >0.21 > Q 1 0 0 >6 > Stor.40 -- >-> Avail.39 -- >-> LOS A A >A A A >A < D >D E B >D Delay 9 0 >3 8 0 >0 <28 >28 48 12 >28 V/C 0.15 0.00 >0.00 0.00 > <0.15 >0.51 0.17 > Q 4 0 > 0 0 > < 4 >19 4 > Stor.20 - >20 - > < - >45 - > Avail.16 - >20 - > < - >26 - > LOS B D >D B B >B C C >C < B B B Delay 12 31 >30 14 15 >15 22 18 >20 <14 11 13 V/C 0.07 0.77 >0.28 0.35 >0.60 0.55 > <0.26 0.10 Q 2 52 > 8 12 >29 25 > < 8 2 Stor.25 - >30 - >40 - > < -25 Avail.23 - >22 - >11 - > < -23 LOS D >D A >A < A A Delay 35 >35 0 >0 < 9 1 V/C 0.44 >0.00 > <0.10 Q 16 >0 > < 2 MOE - Measure of Effectiveness Q - 95th Percentile Queue Length (m) TWSC - Two-Way Stop Control LOS - Level of Service Stor. - Existing Storage (m)AWSC - All-Way Stop Control Delay - Average Delay per Vehicle in Seconds Avail. - Available Storage (m)< / > - Shared with through movement V/C - Volume to Capacity Ratio TCS - Traffic Control Signal Northbound Southbound Direction/Movement/Approach OverallAnalysis PeriodIntersection Control Type MOE Eastbound Westbound PM Peak HourCoulthard Street/Braun Avenue & North Street East TWSC Tillson Avenue/Cranberry Road & North Street East AWSC Broadway & Street D TWSC Broadway & North Street West/North Street East TCS Vance Drive/Woodcock Drive & North Street East TWSC North Street East & Falcon Road TWSC Page 597 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 44 5 Remedial Measures 5.1 Left-Turn Lanes The Ministry of Transportation Design Supplement for the Transportation Association of Canada (TAC) Geometric Design Guide for Canadian Roads 5 provides guidance on the assessment and/or need for auxiliary left-turn lanes. Warrants have been calculated for southbound left-turns at Broadway and future Street D. The warrant was calculated using the nomographs for left-turn lanes on a two-lane undivided highway at an unsignalized intersection with a design speed of 70 km/h (10 kilometres per hour over the posted speed limit). Based on the warrant nomographs, a southbound left-turn lane with 40 metres of storage is warranted under forecast 2032 total traffic volumes. Appendix I contains the warrant nomographs. 5.2 Internal Subdivision Roads 5.2.1 Road Classification The Oxford County Official Plan (OP) categorizes the road system based on function and necessary improvements to accommodate anticipated growth. The road classification system includes freeway’s, arterial roads, collector roads and minor collector roads. Local roads are not included in the OP Transportation Schedule. The classification of the subdivision roads is based on projected daily roadway traffic volumes. Table 5.1 summarizes the daily traffic volumes based on the PM peak hour two-way traffic volumes estimated in Section 3. 5 MTO Design Supplement for TAC Geometric Design Guide for Canadian Roads, June 2017. Page 598 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 45 TABLE 5.1: DAILY TRAFFIC VOLUMES As shown in Table 5.1, the projected daily traffic volumes on Braun Avenue, Street Nine/Street D and Mallard Street are in the 1,000 – 8,000 vpd range consistent with the classification of residential collector road under TAC guidelines 6. Martin Street and Street Six to Street Eight are less than 1,000 vehicles per day (vpd) which is consistent with the local road classification. 5.2.2 Road Cross-Section During pre-study consultation, the Town indicated that a new cross- section is under review and pending approval. It is recommended that the new road cross-sections be used based on the road classifications shown in Table 5.1. 5.2.3 Traffic Control Based on the low to moderate traffic volumes forecast for the subdivision roads, it is anticipated that the internal intersections will operate with acceptable levels of service under two-way stop control, including the intersection of Canary Street and Tanager Drive. The traffic volumes at the intersection of Braun Avenue and Mallard Street/Keba Crescent should be monitored in the future to determine if all-way stop control is warranted. The Draft Plan in Figure 3.1 illustrates a single-lane roundabout at the intersection of Street D/Street Nine and Braun Avenue. 6 TAC Geometric Design Guide for Canadian Roads, June 2017. Roadway Forecast Daily Traffic Volumes Classification Braun Avenue (between North St and Mallard St/Keba Cres)4,330 Collector Braun Avenue (between Mallard St/Keba Cres and Canary Street)2,335 Collector Braun Avenue (north of Canary St)1,995 Collector Martin Street < 350 Local Mallard Street 1,380 Collector Street Nine / Street D 1,630 Collector Street Six to Street Eight < 1,000 Local Page 599 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 46 6 Conclusions and Recommendations 6.1 Conclusions Based on the investigations carried out, it is concluded that: Existing Traffic Conditions: The study area intersections are operating with acceptable levels of service. Development Trip Generation: The subdivision is forecast to generate a total of 411 AM peak hour trips and 508 PM peak hour trips: • Phase 1 and Phase 2: 247 AM peak hour trips and 306 PM peak hour trips; and • Phase 3: 164 AM peak hour trips and 202 PM peak hour trips. Other Area Development Traffic: • Northcrest Subdivision Phase 2: 154 AM peak hour trips and 189 PM peak hour trips. • Rolling Meadows North Subdivision: 114 AM peak hour trips and 141 PM peak hour trips. 2027 Background Traffic Conditions: The study area intersections are forecast to operate with acceptable levels of service, except for the eastbound shared through/right-turn movement at the intersection of Broadway and North Street, which is forecast to operate with LOS D and a v/c ratio of 0.85 during the AM peak hour. 2027 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movement at the intersection of Broadway and North Street as under 2027 background traffic conditions, with the addition of the westbound left-turn movement which is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. 2032 Background Traffic Conditions: The study area intersections are forecast to operate with the same critical movement as under 2027 background traffic conditions. 2032 Total Traffic Conditions: The study area intersections are forecast to operate with the same critical movements as under 2032 background traffic conditions, with the addition of the following critical movements: Page 600 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Page 47 • Broadway and North Street: The westbound left-turn movement is forecast to operate with 95th percentile queues exceeding the available storage of 40 metres during the AM peak hour. These queues can be accommodated within the existing two-way centre left-turn lane on North Street. The eastbound shared through/right-turn movement is forecast to operate with LOS D and a v/c ratio greater than 0.85 during the PM peak hour. • North Street and Coulthard Street/Braun Avenue: The southbound left-turn movement is forecast to operate with LOS E and a v/c ratio of 0.51 during the PM peak hour. The low v/c ratio indicates the delay is likely due to the high volumes of through traffic on North Street which limits the number of available gaps for side street traffic. • Broadway and Street D: A southbound left-turn lane with 40 metres of storage is warranted on Broadway at Street D under 2032 forecast total traffic volumes. Road Classification: Based on Transportation Association of Canada (TAC) guidelines, the projected daily roadway traffic volumes are in the range for collector roads for Braun Avenue, Street D/Street Nine and Mallard Street, and in the range for local road classification for all other subdivision roadways. 6.2 Recommendations Based on the findings and conclusions of this study, it is recommended that the development be approved as proposed. Page 601 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix A Pre-Study Consultation Page 602 of 876 1 Maddison Murch From:Reuben Davis <rdavis@oxfordcounty.ca> Sent:December 21, 2021 2:50 PM To:Rajan Philips; Eric Gilbert Cc:Maddison Murch; Will Hayhoe; tom.looby@hayhoehomes.com; Andrew Vranckx; Andrew Gilvesy; Peter Penner; John Spina; Alexander Muirhead Subject:RE: (210717 & 210767) Rolling Meadows North & Lindprop Phases 1 to 3, Tillsonburg - Transportation Pre-Consultation In general, no concerns from County Public Works Thank you Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca From: Rajan Philips [mailto:rphilips@ptsl.com] Sent: December‐21‐21 11:20 AM To: Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com>; Alexander Muirhead <amuirhead@cjdleng.com> Subject: RE: (210717 & 210767) Rolling Meadows North & Lindprop Phases 1 to 3, Tillsonburg ‐ Transportation Pre‐ Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hi Reuben, Eric, Following up on the email exchanges below, we have prepared a consolidated Scope of Work for undertaking a combined Transportation Impact Assessment for the above two Subdivisions. Our approach would be to conduct an Integrated Impact Assessment and provide Two Separate TIA Reports in support of each Subdivision. Kindly review the Scope of Work below and provide us with any comments you may have. - Analysis Periods: Weekday AM and PM peak hour of adjacent streets. - Study Area Intersections: o Broadway and North Street o North Street and Woodcock Drive o North Street and Falcon Road o North Street Braun Avenue o North Street and Tillson Avenue/Cranberry Street o Street D and Broadway o Street A/Woodcock Drive and Bobolink Drive Page 603 of 876 2 o Street B and Bobolink Drive (including options for direct intersection at Robin Road) - Internal Subdivision Roads o Review Internal Road Classifications o Review Internal Road Cross-Sections o Review Traffic Controls for Internal Intersections (e.g., Street D & Street E; Canary Street/Tanager Drive) - Horizon Year: Five Years & Ten Years from date of TIA - Background Growth Rate: 2% compounded per annum - Background developments: o Northcrest Phase 2 (2022 build out); o Future residential lands to the east- no known time frame. - Roadway Improvements & Timing: Reconstruction of Woodstock Dr & Pheasant Crt (2023) - Trip Generation: ITE Trip Generation Manual 11th Edition. - Trip Distribution: Existing traffic patterns. Thank you Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com From: Reuben Davis <rdavis@oxfordcounty.ca> Sent: December 9, 2021 10:06 AM To: Alex Muirhead <amuirhead@cjdleng.com>; Rajan Philips <rphilips@ptsl.com>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Eric / Alex County PW Staff have no concerns with this approach, provided that there is an understanding by the Owner that there may be future update requirements to the report. As mentioned in the email below. Recommend Town Staff are also circulated and agree to this approach. For the Lindprop Phase 1 to 3 Traffic Impact Assessment, recommend the Consultant provide a Terms Of Reference for review and comment for County/Town Staff Thank you Page 604 of 876 3 Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca From: Alex Muirhead [mailto:amuirhead@cjdleng.com] Sent: December‐07‐21 5:29 PM To: Rajan Philips <rphilips@ptsl.com>; Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Andrew Gilvesy <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com>; John Spina <john@mdtrgroup.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Project #22034 & 0704 Good Afternoon Eric, CJDL has been in discussion with both Performance Communities Inc. (Hayhoe Homes) and Lindprop Corp. regarding their developments north of North Street East in Tillsonburg, specifically Rolling Meadows and Lindprop Phases 1 to 3. Would it be acceptable for both Lindprop and PCI to retain one consultant to complete the traffic data collection simultaneously, since they will likely be investigating the same areas. The consultant can complete separate reports for both developments, but will utilize the same background data for both in completing their assessments. If this is acceptable, would you be able to provide requirements for the Lindprop Phase 1 to 3 Traffic Impact Assessment, if different than those listed for Rolling Meadows below, so it can be ensured all data required is collected. We understand the future phases of the Lindprop lands may be advanced in later years and could require addendums/updates to the respective TIA report at that time. Thank you in advance for any feedback you can provide. Kind Regards, Alex Muirhead, EIT Civil Engineer in Training Cyril J. Demeyere Limited Consulting Engineers 261 Broadway, P.O. Box 460 Tillsonburg, Ontario. N4G 4H8 Phone: 519‐688‐1000 / 866‐302‐9886 Cell: 519‐983‐2606 / Fax: 519‐842‐3235 E‐mail: amuirhead@cjdleng.com Page 605 of 876 4 From: Rajan Philips <rphilips@ptsl.com> Sent: December 6, 2021 3:19 PM To: Reuben Davis <rdavis@oxfordcounty.ca>; Eric Gilbert <egilbert@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Thanks, Eric, Reuben for the quick response. We will add to the scope: Intersections as indicated Two Horizon Years 5 & 10 year Background Developments – we will reach out for dev statistics/timng Regards Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com From: Reuben Davis <rdavis@oxfordcounty.ca> Sent: December 6, 2021 1:25 PM To: Eric Gilbert <egilbert@oxfordcounty.ca>; Rajan Philips <rphilips@ptsl.com> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Just to clarify, two horizon years shall be considered The five year and the ten year Reuben Davis, P. Eng. Supervisor of Engineering Services Oxford County | 21 Reeve St., PO Box 1614, Woodstock, ON, N4S 7Y3 | T 519-539-9800 /1-800-755-0394, Ext 3102 rdavis@oxfordcounty.ca Page 606 of 876 5 From: Eric Gilbert Sent: December‐06‐21 12:00 PM To: Rajan Philips <rphilips@ptsl.com>; Reuben Davis <rdavis@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: RE: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation Hello Rajan, Town comments: The Town is undertaking a reconstruction of Woodcock Drive and Pheasant in 2023; Street B and Bobolink‐ please analyze this intersection and include options for direct intersection at Robin Is a 3 way stop required for Street D and Street E with Street D being a collector? Pending Council approval on Dec 13, attached is the new Town cross section to be used. County PW comments: Include intersections of North Street East and Braun Avenue, and North St E and Tillson Avenue; Horizon year shall be 10 years from date of TIA submission. Background Developments: The developments that are planned in this area are to the east o Northcrest Phase 2 (2022 build out); o Lindprop‐ (up to 244 units, 2023 build out?) o Future residential lands to the east‐ no known time frame. Regards, Eric Gilbert, MCIP RPP Senior Planner| Community Planning County of Oxford From: Rajan Philips <rphilips@ptsl.com> Sent: December 2, 2021 10:48 AM To: Eric Gilbert <egilbert@oxfordcounty.ca>; Reuben Davis <rdavis@oxfordcounty.ca> Cc: Maddison Murch <mmurch@ptsl.com>; Alexander Muirhead <amuirhead@cjdleng.com>; Will Hayhoe <will.hayhoe@hayhoehomes.com>; tom.looby@hayhoehomes.com; Andrew Vranckx <avranckx@cjdleng.com>; Gilvesy, Andrew <agilvesy@cjdleng.com>; Peter Penner <ppenner@cjdleng.com> Subject: (210717) Rolling Meadows North, Tillsonburg ‐ Transportation Pre‐Consultation CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hi Eric, Performance Communities Inc. (Hayhoe Homes) has retained Paradigm to provide Transportation Consulting Services for a proposed residential subdivision located north of the existing Rolling Meadows subdivision and Bobolink Drive in Tillsonburg. The subdivision is intended to be a mix of single detached units and townhouses. A Concept Development Plan is attached. Potential road connections include a new collector road at the north end of the site running east-west (Street D in the attached Plan); and a north-south collector road (Street A) extending from Woodcock Drive. Page 607 of 876 6 Consistent with Tillsonburg Transportation Network Plan: - Street D will extend east to connect with a future collector road (within a future residential area that extends down to North Street East). - Street D will also extend west to intersect with Broadway/Highway 19. A roundabout is proposed for the intersection of Street A and Street D. We are still at a preliminary planning stage, but would like to identify the Municipality’s and County’s requirements for Transportation Impact Assessment for the proposed development. To that end, we have prepared the following scope of work for Staff review and comments: - Analysis Periods: Weekday AM and PM peak hour of adjacent streets. - Study Area Intersections (Existing & Future): o Broadway and North Street o North Street and Woodcock Drive o North Street and Falcon Road o Street D and Broadway o Street A/Woodcock Drive and Bobolink Drive o Street A/Robin Road and Bobolink Drive - Horizon Year: five years from date of TIA submission - Background Growth Rate: 2% compounded per annum - Background developments: please identify - Roadway Improvements & Timing: please identify - Trip Generation: ITE Trip Generation Manual 11th Edition. - Trip Distribution: Existing traffic patterns. Thank you. Regards, Rajan Philips, M.Sc. (Pl), P.Eng. Senior Transportation Consultant Paradigm Transportation Solutions Limited 5A-150 Pinebush Road, Cambridge ON N1R 8J8 p: 519.896.3163 x207 e: rphilips@ptsl.com w: www.ptsl.com This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender immediately. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e-mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e-mail. Page 608 of 876 7 This e‐mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e‐mail in error please notify the sender immediately. Please note that any views or opinions presented in this e‐mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e‐mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e‐mail. This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender immediately. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Paradigm Transportation Solutions Limited. Finally, the recipient should check this e-mail and any attachments for the presence of viruses. Paradigm Transportation Solutions Limited accepts no liability for any damage caused by any virus transmitted by this e-mail. Page 609 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix B Existing Traffic Data Page 610 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM4181200341181500341358140085931100411947:15 AM52313004111814003310491600751235000471967:30 AM12128005015121700449611400841937000562347:45 AM924230056172115005394918007654700052237Hourly Total1986760018154496100164412176200320451501001968618:00 AM519170041152213005015532401921944400672508:15 AM349320084102117004812522100851055100662838:30 AM528330066221515015217391400702045301682568:45 AM11294000802533150073214517008375530065301Hourly Total24125122002717291600122365189760133056199110126610909:00 AM51626004719168004315421700741140600572219:15 AM21517003419151300471756190092849200592329:30 AM7733004718814004013532300891842700672439:45 AM4212300481611160043125313007894920060229Hourly Total1859990017672505100173572047200333461801700243925*** BREAK ***-------------------------11:30 AM31525004320122002521965220010617573007727811:45 AM108200038321318006324761600116225670085302Hourly Total13234500815225380211543141380022239113100016258012:00 PM101223004528192300702968320012926458007932312:15 PM101217003925141702561966240010919614008428812:30 PM51223004015191500492173230011714507007127712:45 PM818240050171513004519592600104204550070269Hourly Total3354870017485676802220882661050045979201240030411571:00 PM6152500462014130047206219001012259401852791:15 PM320220045201317005024592701110176960092297*** BREAK ***-------------------------Hourly Total93547009140273000974412146012113912810011775763:00 PM5242200512123250069265420001002048400722923:15 PM6122400422418210063325924001152371300973173:30 PM61933005825201901642056270110337976001403653:45 PM720220049162028006431682700126186370088327Hourly Total24751010020086819301260109237980144498279200039713014:00 PM61512003325332200803060280011826471300863174:15 PM717230047212027006827651900111241051100140366Page 611 of 876 4:30 PM91613003818192800652861280011725706011013214:45 PM2223100551225160053305818001062160150096310Hourly Total2470790017376979300266115244930045296282450142313145:00 PM111815004422302400764262290013320611100923455:15 PM61418003826182400682955210010528896001233345:30 PM5152500451521150051243215007118651100942615:45 PM682200369191202402546150086275770091253Hourly Total285580001637288750223512019580003959327235004001193Grand Total192582736001510609575569081753682181467003316659118041730325688997Approach %12.738.548.70.0--34.732.832.50.0--21.557.321.20.0--23.070.26.70.0---Total %2.16.58.20.0-16.86.86.46.30.0-19.57.620.27.40.0-35.26.620.11.90.0-28.5-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1875397250-14515925484890-162966716836510-300150616841710-23618442% Cars & LightGoods97.492.698.5--96.197.295.385.9--92.997.892.897.2--94.885.693.398.8--91.993.8Buses32640-3391340-2641070-213210-686% Buses1.64.50.5--2.21.52.30.7--1.50.60.61.0--0.70.50.10.6--0.21.0Single-Unit Trucks21560-23810400-58957100-76444910-94251% Single-UnitTrucks1.02.60.8--1.51.31.77.0--3.31.33.11.5--2.47.42.70.6--3.72.8Articulated Trucks0200-204360-4016420-67386900-107216% ArticulatedTrucks0.00.30.0--0.10.00.76.3--2.30.13.50.3--2.16.43.80.0--4.22.4Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.00.1--0.10.00.00.0--0.00.10.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0-----0.0--Pedestrians----0-----8-----3-----3--% Pedestrians----------100.0-----100.0-----100.0--Page 612 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000235923614720176239994193100107207257525685143000001711684506001230014944000693803173180459103RTLUP1843 42 69 36 1696 0 Out 1753 40 58 26 1629 0 In 3596 82 127 62 3325 0 Total North Street [E] R 569 36 40 4 489 0 T 575 4 10 13 548 0 L 609 0 8 9 592 0 U 0 0 0 0 0 0 P 8 8 0 0 0 0 00030013001600215213663761397068138314931666315OutInTotalBroadway [S]ULTRP000000667168365100410700957100026423068218146703North Street [W]Total02837514392940In01451332331510Out01386182061430000000U0187320192L053926152582T0725461736R000000PTurning Movement Data PlotPage 613 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM519170041152213005015532401921944400672508:15 AM349320084102117004812522100851055100662838:30 AM528330066221515015217391400702045301682568:45 AM11294000802533150073214517008375530065301Total2412512200271729160012236518976013305619911012661090Approach %8.946.145.00.0--32.340.826.90.0--19.757.323.00.0--21.174.84.10.0---Total %2.211.511.20.0-24.96.68.35.50.0-20.56.017.37.00.0-30.35.118.31.00.0-24.4-PHF0.5450.6380.7630.000-0.8070.7200.6890.8820.000-0.7640.7740.8920.7920.000-0.8970.7000.9050.6880.000-0.9780.905Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods231131180-2547084520-20663168730-30445180110-2361000% Cars & LightGoods95.890.496.7--93.797.292.386.7--92.496.988.996.1--92.180.490.5100.0--88.791.7Buses11120-141500-60210-31000-124% Buses4.28.81.6--5.21.45.50.0--2.70.01.11.3--0.91.80.00.0--0.42.2Single-Unit Trucks0020-21150-721020-146600-1235% Single-UnitTrucks0.00.01.6--0.71.41.18.3--3.13.15.32.6--4.210.73.00.0--4.53.2Articulated Trucks0100-10130-40900-941300-1731% ArticulatedTrucks0.00.80.0--0.40.01.15.0--1.80.04.80.0--2.77.16.50.0--6.42.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0-----0.0--Pedestrians----0-----1-----1-----1--% Pedestrians----------100.0-----100.0-----100.0--Page 614 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000243236479314151227121729273266539000001118045000010006600013401111995601RTLUP257 5 8 13 231 0 Out 223 4 7 6 206 0 In 480 9 15 19 437 0 Total North Street [E] R 60 3 5 0 52 0 T 91 1 1 5 84 0 L 72 0 1 1 70 0 U 0 0 0 0 0 0 P 1 1 0 0 0 0 0003683046723369142313922393330723OutInTotalBroadway [S]ULTRP000000631687300021002102000901065189761North Street [W]Total04121952438In02541421271Out0158531167000000U02310024L01131101125T0118220122R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 615 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM31525004320122002521965220010617573007727811:45 AM10820003832131800632476160011622567008530212:00 PM101223004528192300702968320012926458007932312:15 PM1012170039251417025619662400109196140084288Total334785001651055878042419127594004608421922003251191Approach %20.028.551.50.0--43.624.132.40.0--19.859.820.40.0--25.867.46.80.0---Total %2.83.97.10.0-13.98.84.96.50.0-20.27.623.17.90.0-38.67.118.41.80.0-27.3-PHF0.8250.7830.8500.000-0.9170.8200.7630.8480.000-0.8610.7840.9050.7340.000-0.8910.8080.8980.6880.000-0.9560.922Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods3246830-16110455640-22390248940-43264201220-2871103% Cars & LightGoods97.097.997.6--97.699.094.882.1--92.598.990.2100.0--93.976.291.8100.0--88.392.6Buses0000-00000-00100-10000-01% Buses0.00.00.0--0.00.00.00.0--0.00.00.40.0--0.20.00.00.0--0.00.1Single-Unit Trucks1110-31260-911600-1712700-1948% Single-UnitTrucks3.02.11.2--1.81.03.47.7--3.71.15.80.0--3.714.33.20.0--5.84.0Articulated Trucks0000-00180-901000-1081100-1938% ArticulatedTrucks0.00.00.0--0.00.01.710.3--3.70.03.60.0--2.29.55.00.0--5.83.2Bicycles on Road0010-10000-00000-00000-01% Bicycles onRoad0.00.01.2--0.60.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----4-----0-----0--% Pedestrians----------100.0--------------Page 616 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal0003442876311012319421819373863257110000022201640000000071200011800222198400RTLUP225 8 13 0 204 0 Out 241 9 9 0 223 0 In 466 17 22 0 427 0 Total North Street [E] R 78 8 6 0 64 0 T 58 1 2 0 55 0 L 105 0 1 0 104 0 U 0 0 0 0 0 0 P 4 4 0 0 0 0 00038843282001191726121022409460869OutInTotalBroadway [S]ULTRP0000009024894000100011600001000091275940North Street [W]Total0328062336In0161031165Out0167031171000000U03201033L04601047T08301185R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 617 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:30 PM)Start TimeNorth StreetNorth StreetBroadwayBroadwayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM61933005825201901642056270110337976001403653:45 PM7202200491620280064316827001261863700883274:00 PM61512003325332200803060280011826471300863174:15 PM717230047212027006827651900111241051100140366Total26719000187879396012761082491010145810531237004541375Approach %13.938.048.10.0--31.533.734.80.0--23.654.422.10.0--23.168.78.10.0---Total %1.95.26.50.0-13.66.36.87.00.0-20.17.918.17.30.0-33.37.622.72.70.0-33.0-PHF0.9290.8880.6820.000-0.8060.8700.7050.8570.000-0.8630.8710.9150.9020.000-0.9090.7090.7430.7120.000-0.8110.939Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods2462890-1758189870-257107231940-43293294360-4231287% Cars & LightGoods92.387.398.9--93.693.195.790.6--93.199.192.893.1--94.388.694.297.3--93.293.6Buses2610-94200-61240-70110-224% Buses7.78.51.1--4.84.62.20.0--2.20.90.84.0--1.50.00.32.7--0.41.7Single-Unit Trucks0300-32230-70720-98800-1635% Single-UnitTrucks0.04.20.0--1.62.32.23.1--2.50.02.82.0--2.07.62.60.0--3.52.5Articulated Trucks0000-00060-60910-104900-1329% ArticulatedTrucks0.00.00.0--0.00.00.06.3--2.20.03.61.0--2.23.82.90.0--2.92.1Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----0.0--------Pedestrians----0-----1-----1-----0--% Pedestrians----------100.0-----100.0--------Page 618 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: Broadway & North StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:30 PMEnding At01/27/2022 4:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherBroadway [N]OutInTotal000342423765426101626151328371454825000003629493001100008800094003731210500RTLUP277 5 13 10 249 0 Out 276 6 7 6 257 0 In 553 11 20 16 506 0 Total North Street [E] R 96 6 3 0 87 0 T 93 0 2 2 89 0 L 87 0 2 4 81 0 U 0 0 0 0 0 0 P 1 1 0 0 0 0 00046443289667131091991019489458947OutInTotalBroadway [S]ULTRP00000010723194001240007200091101082491011North Street [W]Total04071350425In0175930187Out0232420238000000U02420026L06263071T08910090R000000PTurning Movement Peak Hour Data Plot (3:30 PM)Page 619 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM5294003802620028100001000000677:15 AM1385004423700039201003000202887:30 AM04530048133000340000000000130827:45 AM0502005224800050100021001122105Hourly Total61621400182514420015140102500131543428:00 AM1562015913600037201003000080998:15 AM06830071232000342000220000601078:30 AM05620058351000542030050000501178:45 AM0522105525100053301004000080112Hourly Total12329112438170000178905021400002704359:00 AM0444004813900040302005000010939:15 AM1332003613600037001001003144789:30 AM3400004312900030100001000181759:45 AM2334003913200033505001000006082Hourly Total61501000166413600014090800170032195328*** BREAK ***-------------------------11:30 AM055200570380003840100500000010011:45 AM0420004225500057205007000000106Hourly Total0972009929300095606001200000020612:00 PM047200492570005920101300201211312:15 PM24200044141000420020120000008812:30 PM04600046137000382010030000208712:45 PM0524005654300048102003000020107Hourly Total2187600195917800018750602110020523951:00 PM0511005203500035100001000020881:15 PM0561005724200044000000000020101*** BREAK ***-------------------------Hourly Total0107200109277000791000010000401893:00 PM04610047156000573020050010011103:15 PM04630049169000704030070000001263:30 PM07130074258000604020060000101403:45 PM05700057156000577030010000030124Hourly Total022070022752390002441801000280010415004:00 PM04700047168000691020030003031224:15 PM052200540560005610202300010010123Page 620 of 876 4:30 PM06700067163000640010010002321344:45 PM0551005634500048402006000272112Hourly Total0221300224523200023760702130001710174915:00 PM056000561570005820000210845131295:15 PM05600056053000531000111070081185:30 PM0351003625000052201003000000915:45 PM136100380320003200000010000171Hourly Total1183200186319200019550101630154522409Grand Total161559551116314314612001506630440910730222689513295Approach %1.095.63.40.1--2.997.00.10.0--58.90.041.10.0--5.90.043.151.0---Total %0.547.31.70.0-49.51.344.30.10.0-45.71.90.01.30.0-3.20.10.00.70.8-1.5-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.00.0-0.00.00.00.0--0.00.0-0.0--0.00.0-0.00.0-0.00.0Cars & Light Goods131453551-152243136920-1414600420-10230211-253063% Cars & LightGoods81.393.2100.0100.0-93.3100.093.7100.0--93.995.2-95.5--95.3100.0-95.53.8-49.093.0Buses03800-3802600-260000-00000-064% Buses0.02.40.00.0-2.30.01.80.0--1.70.0-0.0--0.00.0-0.00.0-0.01.9Single-Unit Trucks33300-3603200-323020-500125-2699% Single-UnitTrucks18.82.10.00.0-2.20.02.20.0--2.14.8-4.5--4.70.0-4.596.2-51.03.0Articulated Trucks03500-3503400-340000-00000-069% ArticulatedTrucks0.02.20.00.0-2.10.02.30.0--2.30.0-0.0--0.00.0-0.00.0-0.02.1Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.00.0--0.00.0-0.0--0.00.0-0.00.0-0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0-----0.0--Pedestrians----1-----0-----9-----89--% Pedestrians----100.0-----------100.0-----100.0--Page 621 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000162541000282654000445195000002103100000010025000008922032689RTLUP1606 35 35 38 1498 0 Out 1506 34 32 26 1414 0 In 3112 69 67 64 2912 0 Total North Street [E] R 2 0 0 0 2 0 T 1461 34 32 26 1369 0 L 43 0 0 0 43 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0009810220000005500098107205OutInTotalCoulthard Street [S]ULTRP0000006004200000003020000090630449North Street [W]Total029736472693178In015223836351631Out014512636341547010001U01303016L014533833351559T05500055R000011PTurning Movement Data PlotPage 622 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM1562015913600037201003000080998:15 AM06830071232000342000220000601078:30 AM05620058351000542030050000501178:45 AM0522105525100053301004000080112Total1232911243817000017890502140000270435Approach %0.495.53.70.4--4.595.50.00.0--64.30.035.70.0--0.00.00.00.0---Total %0.253.32.10.2-55.91.839.10.00.0-40.92.10.01.10.0-3.20.00.00.00.0-0.0-PHF0.2500.8530.7500.250-0.8560.6670.8330.0000.000-0.8240.7500.0000.4170.000-0.7000.0000.0000.0000.000-0.0000.929Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.00.0-0.00.00.0---0.00.0-0.0--0.0------0.0Cars & Light Goods020991-219815700-1658050-130000-0397% Cars & LightGoods0.090.1100.0100.0-90.1100.092.4---92.788.9-100.0--92.9------91.3Buses01600-160600-60000-00000-022% Buses0.06.90.00.0-6.60.03.5---3.40.0-0.0--0.0------5.1Single-Unit Trucks1300-40400-41000-10000-09% Single-UnitTrucks100.01.30.00.0-1.60.02.4---2.211.1-0.0--7.1------2.1Articulated Trucks0400-40300-30000-00000-07% ArticulatedTrucks0.01.70.00.0-1.60.01.8---1.70.0-0.0--0.0------1.6Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.0---0.00.0-0.0--0.0------0.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0-----0.0--Pedestrians----1-----0-----2-----27--% Pedestrians----100.0-----------100.0-----100.0--Page 623 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal00000000010100010100000000000000000000000027000027RTLUP237 4 3 16 214 0 Out 178 3 4 6 165 0 In 415 7 7 22 379 0 Total North Street [E] R 0 0 0 0 0 0 T 170 3 4 6 157 0 L 8 0 0 0 8 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000171330000011000171431OutInTotalCoulthard Street [S]ULTRP000000805000000010000000209052North Street [W]Total03852297423In02191644243Out0166653180010001U000101L02091634232T090009R000011PTurning Movement Peak Hour Data Plot (8:00 AM)Page 624 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM055200570380003840100500000010011:45 AM042000422550005720500700000010612:00 PM047200492570005920101300201211312:15 PM242000441410004200201200000088Total218640019251910001968090217002012407Approach %1.096.92.10.0--2.697.40.00.0--47.10.052.90.0--0.00.0100.00.0---Total %0.545.71.00.0-47.21.246.90.00.0-48.22.00.02.20.0-4.20.00.00.50.0-0.5-PHF0.2500.8450.5000.000-0.8420.6250.8380.0000.000-0.8310.5000.0000.4500.000-0.6070.0000.0000.2500.000-0.2500.900Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Cars & Light Goods217740-183518000-1858090-170020-2387% Cars & LightGoods100.095.2100.0--95.3100.094.2---94.4100.0-100.0--100.0--100.0--100.095.1Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Single-Unit Trucks0300-30300-30000-00000-06% Single-UnitTrucks0.01.60.0--1.60.01.6---1.50.0-0.0--0.0--0.0--0.01.5Articulated Trucks0600-60800-80000-00000-014% ArticulatedTrucks0.03.20.0--3.10.04.2---4.10.0-0.0--0.0--0.0--0.03.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.0---0.00.0-0.0--0.0--0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------0.0-----0.0--Pedestrians----0-----0-----2-----1--% Pedestrians----------------100.0-----100.0--Page 625 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000224000000000224000002000000000000000000120001RTLUP195 6 3 0 186 0 Out 196 8 3 0 185 0 In 391 14 6 0 371 0 Total North Street [E] R 0 0 0 0 0 0 T 191 8 3 0 180 0 L 5 0 0 0 5 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0009172600000000091726OutInTotalCoulthard Street [S]ULTRP000000809000000000000000208092North Street [W]Total03730614393In0183036192Out0190038201000000U020002L0177036186T040004R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 626 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:15 PM)Start TimeNorth StreetNorth StreetCoulthard StreetConstruction SiteEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:15 PM04630049169000704030070000001263:30 PM07130074258000604020060000101403:45 PM057000571560005770300100000301244:00 PM0470004716800069102003000303122Total02216002275251000256160100026000343512Approach %0.097.42.60.0--2.098.00.00.0--61.50.038.50.0--0.00.00.0100.0---Total %0.043.21.20.0-44.31.049.00.00.0-50.03.10.02.00.0-5.10.00.00.00.6-0.6-PHF0.0000.7780.5000.000-0.7670.6250.9090.0000.000-0.9140.5710.0000.8330.000-0.6500.0000.0000.0000.250-0.2500.914Motorcycles0000-00000-00000-00000-00% Motorcycles-0.00.0--0.00.00.0---0.00.0-0.0--0.0---0.0-0.00.0Cars & Light Goods019360-199523200-237160100-260000-0462% Cars & LightGoods-87.3100.0--87.7100.092.4---92.6100.0-100.0--100.0---0.0-0.090.2Buses01500-1501000-100000-00000-025% Buses-6.80.0--6.60.04.0---3.90.0-0.0--0.0---0.0-0.04.9Single-Unit Trucks0900-90300-30000-00003-315% Single-UnitTrucks-4.10.0--4.00.01.2---1.20.0-0.0--0.0---100.0-100.02.9Articulated Trucks0400-40600-60000-00000-010% ArticulatedTrucks-1.80.0--1.80.02.4---2.30.0-0.0--0.0---0.0-0.02.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad-0.00.0--0.00.00.0---0.00.0-0.0--0.0---0.0-0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----4--% Pedestrians----------------------100.0--Page 627 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Coulthard StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:15 PMEnding At01/27/2022 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherConstruction Site [N]OutInTotal000000000336000336000000000000000000300000400034RTLUP231 4 9 15 203 0 Out 256 6 3 10 237 0 In 487 10 12 25 440 0 Total North Street [E] R 0 0 0 0 0 0 T 251 6 3 10 232 0 L 5 0 0 0 5 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000112637000000000112637OutInTotalCoulthard Street [S]ULTRP0000001601000000000000000000160100North Street [W]Total0447251210494In01991594227Out02481036267000000U000000L01931594221T060006R000000PTurning Movement Peak Hour Data Plot (3:15 PM)Page 628 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total7:00 AM1390040251002602002687:15 AM0440044352003721003847:30 AM0470047381003930003897:45 AM140004147100481240016105Hourly Total21700017214550015017700243468:00 AM05600564310044420061068:15 AM37400773710038220041198:30 AM06200625520057330061258:45 AM0530053550105631004113Hourly Total32450024819041019512800204639:00 AM2440046411014220012909:15 AM1380039402004202002839:30 AM3380041341003545009859:45 AM042004234300370400483Hourly Total6162001681497011566110117341*** BREAK ***----------------11:30 AM258006040400441200310711:45 AM3450048561005712003108Hourly Total510300108965001012400621512:00 PM450005465200670300312412:15 PM34400474120043230059512:30 PM343004648100492300510012:45 PM5590064434004722004115Hourly Total151960021119790020661100174341:00 PM14800494130044340071001:15 PM1590160460004611012108*** BREAK ***----------------Hourly Total2107011098730090450192083:00 PM34800516220064120031183:15 PM34700507030073210031263:30 PM37600795540059410051433:45 PM4570061594006314005129Hourly Total132280024124613002598800165164:00 PM35600597250077110021384:15 PM26000625620058040041244:30 PM3700073573006022004137Page 629 of 876 4:45 PM1550056485005300010109Hourly Total92410025023315002483701105085:00 PM35800617020072000001335:15 PM25300556320065210031235:30 PM1400041455005010001925:45 PM243004533100340000079Hourly Total819400202211100022131004427Grand Total6316460117091554711116266162031233458Approach %3.796.30.0--95.64.40.1--49.650.40.0---Total %1.847.60.0-49.444.92.10.0-47.01.81.80.0-3.6-Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Cars & Light Goods4515320-15771459671-152759380-973201% Cars & Light Goods71.493.1--92.393.994.4100.0-93.996.761.3--78.992.6Buses0360-362600-26110-264% Buses0.02.2--2.11.70.00.0-1.61.61.6--1.61.9Single-Unit Trucks17420-593540-391230-24122% Single-Unit Trucks27.02.6--3.52.35.60.0-2.41.637.1--19.53.5Articulated Trucks1360-373400-34000-071% Articulated Trucks1.62.2--2.22.20.00.0-2.10.00.0--0.02.1Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk---0.0----0.0----0.0--Pedestrians---1----1----3--% Pedestrians---100.0----100.0----100.0--Page 630 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal0001129720902221244510113412325700003859001100231000003626103RLUP1708 36 43 37 1592 0 Out 1626 34 39 26 1527 0 In 3334 70 82 63 3119 0 Total North Street [E] R 71 0 4 0 67 0 T 1554 34 35 26 1459 0 U 1 0 0 0 1 0 P 1 1 0 0 0 0 North Street [W]Total0307463117713325In015773659371709Out014972758341616000000U045017163L015323642361646T000011PTurning Movement Data PlotPage 631 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total8:00 AM05600564310044420061068:15 AM37400773710038220041198:30 AM06200625520057330061258:45 AM0530053550105631004113Total3245002481904101951280020463Approach %1.298.80.0--97.42.10.5--60.040.00.0---Total %0.652.90.0-53.641.00.90.2-42.12.61.70.0-4.3-PHF0.2500.8280.000-0.8050.8640.5000.250-0.8550.7500.6670.000-0.8330.926Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Cars & Light Goods22190-22117731-1811240-16418% Cars & Light Goods66.789.4--89.193.275.0100.0-92.8100.050.0--80.090.3Buses0150-15600-6010-122% Buses0.06.1--6.03.20.00.0-3.10.012.5--5.04.8Single-Unit Trucks170-8510-6030-317% Single-Unit Trucks33.32.9--3.22.625.00.0-3.10.037.5--15.03.7Articulated Trucks040-4200-2000-06% Articulated Trucks0.01.6--1.61.10.00.0-1.00.00.0--0.01.3Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 632 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal000516210112350007202700004120010003000000081200RLUP258 4 7 15 232 0 Out 195 2 6 6 181 0 In 453 6 13 21 413 0 Total North Street [E] R 4 0 1 0 3 0 T 190 2 5 6 177 0 U 1 0 0 0 1 0 P 0 0 0 0 0 0 North Street [W]Total040222166446In02211584248Out0181782198000000U020103L02191574245T000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 633 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total11:30 AM258006040400441200310711:45 AM345004856100571200310812:00 PM450005465200670300312412:15 PM344004741200432300595Total12197002092029002114100014434Approach %5.794.30.0--95.74.30.0--28.671.40.0---Total %2.845.40.0-48.246.52.10.0-48.60.92.30.0-3.2-PHF0.7500.8490.000-0.8710.7770.5630.000-0.7870.5000.8330.000-0.7000.875Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.0--0.00.0Cars & Light Goods91870-19619170-198460-10404% Cars & Light Goods75.094.9--93.894.677.8--93.8100.060.0--71.493.1Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.00.00.0--0.00.0Single-Unit Trucks340-7220-4040-415% Single-Unit Trucks25.02.0--3.31.022.2--1.90.040.0--28.63.5Articulated Trucks060-6900-9000-015% Articulated Trucks0.03.0--2.94.50.0--4.30.00.0--0.03.5Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 634 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal0001610260005490002114350000640000004000000010400RLUP201 6 4 0 191 0 Out 211 9 4 0 198 0 In 412 15 8 0 389 0 Total North Street [E] R 9 0 2 0 7 0 T 202 9 2 0 191 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 North Street [W]Total039301315421In0196076209Out0197069212000000U0903012L0187046197T000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 635 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:15 PM)Start TimeNorth StreetNorth StreetFalcon RoadEastboundWestboundSouthboundLeftThruU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total3:15 PM34700507030073210031263:30 PM37600795540059410051433:45 PM45700615940063140051294:00 PM3560059725007711002138Total13236002492561600272870015536Approach %5.294.80.0--94.15.90.0--53.346.70.0---Total %2.444.00.0-46.547.83.00.0-50.71.51.30.0-2.8-PHF0.8130.7760.000-0.7880.8890.8000.000-0.8830.5000.4380.000-0.7500.937Motorcycles000-0000-0000-00% Motorcycles0.00.0--0.00.00.0--0.00.00.0--0.00.0Cars & Light Goods82110-219237160-253630-9481% Cars & Light Goods61.589.4--88.092.6100.0--93.075.042.9--60.089.7Buses0130-131000-10100-124% Buses0.05.5--5.23.90.0--3.712.50.0--6.74.5Single-Unit Trucks580-13400-4140-522% Single-Unit Trucks38.53.4--5.21.60.0--1.512.557.1--33.34.1Articulated Trucks040-4500-5000-09% Articulated Trucks0.01.7--1.62.00.0--1.80.00.0--0.01.7Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------Page 636 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Falcon RoadSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:15 PMEnding At01/27/2022 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherFalcon Road [N]OutInTotal000249330115510000291544000036000100410000007800RLUP244 4 9 14 217 0 Out 272 5 4 10 253 0 In 516 9 13 24 470 0 Total North Street [E] R 16 0 0 0 16 0 T 256 5 4 10 237 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 North Street [W]Total045923219512In021913134249Out02401085263000000U0805013L02111384236T000000PTurning Movement Peak Hour Data Plot (3:15 PM)Page 637 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM013190132119000201920190058114100161267:15 AM11721003914121002729111700570710081317:30 AM4182200441812000302317110051020201221477:45 AM3153100492120000413099004812400025163Hourly Total86393011646453100118101575600214265401715678:00 AM3232600522618100452112130046224200281718:15 AM12343006717112003024155004418200111528:30 AM120420063812000203713110061012600181628:45 AM117330051192610046231912005401270019170Hourly Total6831440023370674001411055941002053561700766559:00 AM41328004510910020241680048114400191329:15 AM11224003711700018271780052114100161239:30 AM312220037168300271813110042016200181249:45 AM31318003422103003521181400530940013135Hourly Total11509200153593470010090644100195253110066514*** BREAK ***-------------------------11:30 AM1153300491691002625121800551103001414411:45 AM32027005091760032342412007001420016168Hourly Total435600099252670058593630001251245003031212:00 PM2152900461681002545121500720126001816112:15 PM111290041151600031259160050093001213412:30 PM2132800432210002322711100048474001513812:45 PM12133005514180003232137005211210014153Hourly Total6601190018567521021201294548002225401400595861:00 PM21633005117920028217100038212100151321:15 PM52229005681600024231117005121530020151*** BREAK ***-------------------------Hourly Total73862001072525200524418270089427400352833:00 PM3103500481816000343720210078019300221823:15 PM294400551421000354017140071019500241853:30 PM9154800722016101373923180080015300182073:45 PM121320054231300036453222009911610018207Hourly Total15551590022975661011421619275003281691200827814:00 PM22130005322180004041263700104018700252224:15 PM317320052271810046333320008621740023207Page 638 of 876 4:30 PM4224100671617000334219230084218300232074:45 PM117370055271200039313520108732340030211Hourly Total10771400022792651001581471131001036177618001018475:00 PM8183100572517100433715310083015000151985:15 PM516340055211700038281719016419500151725:30 PM215270044272200049239140046112800211605:45 PM310210034111210024181322005311920022133Hourly Total1859113001908468200154106548601246355150073663Grand Total855209820115875614562603104394253850411198528465100015935208Approach %5.432.861.90.0--53.843.72.50.0--47.527.125.40.1--4.778.416.90.0---Total %1.610.018.90.0-30.510.88.80.50.0-20.018.110.39.70.0-38.10.58.91.90.0-11.4-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Cars & Light Goods794929070-1478539434250-9988865134851-188526446920-5644925% Cars & LightGoods92.994.692.4--93.196.195.296.2--95.794.195.496.2100.0-95.092.995.992.0--95.194.6Buses511230-3910700-1712790-280460-1094% Buses5.92.12.3--2.51.81.50.0--1.61.31.31.80.0-1.40.00.96.0--1.71.8Single-Unit Trucks114190-34121410-27141060-3021020-14105% Single-UnitTrucks1.22.71.9--2.12.13.13.8--2.61.51.91.20.0-1.57.12.22.0--2.42.0Articulated Trucks03330-360100-130840-420500-584% ArticulatedTrucks0.00.63.4--2.30.00.20.0--0.13.21.50.80.0-2.10.01.10.0--0.81.6Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----0.0-----0.0-----0.0--Pedestrians----1-----3-----1-----1--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 639 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal0006175641181121022121426851364959312420000092446260064000210200050011004652801RTLUP1052 7 22 20 1003 0 Out 1043 1 27 17 998 0 In 2095 8 49 37 2001 0 Total North Street [E] R 26 0 1 0 25 0 T 456 1 14 7 434 0 L 561 0 12 10 539 0 U 0 0 0 0 0 0 P 3 3 0 0 0 0 000189318853778372865413071384280200919853994OutInTotalTillson Avenue [S]ULTRP0000018865134850012790014106003084119425385041North Street [W]Total028906464673085In014783934361587Out014122530311498000000U07951085L049211143520T0907231933982R000011PTurning Movement Data PlotPage 640 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM3232600522618100452112130046224200281718:15 AM12343006717112003024155004418200111528:30 AM120420063812000203713110061012600181628:45 AM117330051192610046231912005401270019170Total683144002337067400141105594100205356170076655Approach %2.635.661.80.0--49.647.52.80.0--51.228.820.00.0--3.973.722.40.0---Total %0.912.722.00.0-35.610.710.20.60.0-21.516.09.06.30.0-31.30.58.52.60.0-11.6-PHF0.5000.9020.8370.000-0.8690.6730.6440.5000.000-0.7660.7090.7760.7880.000-0.8400.3750.5830.6070.000-0.6790.958Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods4771290-210686140-13310252370-191352130-68602% Cars & LightGoods66.792.889.6--90.197.191.0100.0--94.397.188.190.2--93.2100.092.976.5--89.591.9Buses24100-161300-40430-70130-431% Buses33.34.86.9--6.91.44.50.0--2.80.06.87.3--3.40.01.817.6--5.34.7Single-Unit Trucks0120-31200-31300-40110-212% Single-UnitTrucks0.01.21.4--1.31.43.00.0--2.11.05.10.0--2.00.01.85.9--2.61.8Articulated Trucks0130-40100-12010-30200-210% ArticulatedTrucks0.01.22.1--1.70.01.50.0--0.71.90.02.4--1.50.03.60.0--2.61.5Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 641 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal0006068128641032502269761450000013523003100011000020001756300RTLUP127 2 1 7 117 0 Out 141 1 3 4 133 0 In 268 3 4 11 250 0 Total North Street [E] R 4 0 0 0 4 0 T 67 1 2 3 61 0 L 70 0 1 1 68 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 00024919144012719448538270205475OutInTotalTillson Avenue [S]ULTRP00000010252370004300130002010010559410North Street [W]Total03862277422In02101634233Out0176643189000000U042006L07741183T01291023144R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 642 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM1153300491691002625121800551103001414411:45 AM3202700509176003234241200700142001616812:00 PM2152900461681002545121500720126001816112:15 PM1112900411516000312591600500930012134Total761118001865650800114129576100247145140060607Approach %3.832.863.40.0--49.143.97.00.0--52.223.124.70.0--1.775.023.30.0---Total %1.210.019.40.0-30.69.28.21.30.0-18.821.39.410.00.0-40.70.27.42.30.0-9.9-PHF0.5830.7630.8940.000-0.9300.8750.7350.3330.000-0.8910.7170.5940.8470.000-0.8580.2500.8040.5830.000-0.8330.903Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods7601110-178544970-11012054580-232043140-57577% Cars & LightGoods100.098.494.1--95.796.498.087.5--96.593.094.795.1--93.90.095.6100.0--95.095.1Buses0000-00000-00100-10000-01% Buses0.00.00.0--0.00.00.00.0--0.00.01.80.0--0.40.00.00.0--0.00.2Single-Unit Trucks0110-22110-41120-41100-212% Single-UnitTrucks0.01.60.8--1.13.62.012.5--3.50.81.83.3--1.6100.02.20.0--3.32.0Articulated Trucks0060-60000-08110-100100-117% ArticulatedTrucks0.00.05.1--3.20.00.00.0--0.06.21.81.6--4.00.02.20.0--1.72.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 643 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal000685712510122411272601320000014430000000001100010001445100RTLUP123 1 4 0 118 0 Out 114 0 4 0 110 0 In 237 1 8 0 228 0 Total North Street [E] R 8 0 1 0 7 0 T 50 0 1 0 49 0 L 56 0 2 0 54 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 00020823244001144871017219247466OutInTotalTillson Avenue [S]ULTRP00000012054580001000112008110012957610North Street [W]Total03610414379In0178026186Out0183028193000000U070007L06001061T0111016118R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 644 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (4:00 PM)Start TimeNorth StreetNorth StreetTillson AvenueCranberry RoadEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM22130005322180004041263700104018700252224:15 PM3173200522718100463333200086217400232074:30 PM4224100671617000334219230084218300232074:45 PM117370055271200039313520108732340030211Total1077140002279265100158147113100103617761800101847Approach %4.433.961.70.0--58.241.10.60.0--40.731.327.70.3--6.975.217.80.0---Total %1.29.116.50.0-26.810.97.70.10.0-18.717.413.311.80.1-42.60.89.02.10.0-11.9-PHF0.6250.8750.8540.000-0.8470.8520.9030.2500.000-0.8590.8750.8070.6760.250-0.8680.5830.8260.6430.000-0.8420.954Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Cars & Light Goods9721340-215866110-1481421111001-354773170-97814% Cars & LightGoods90.093.595.7--94.793.593.8100.0--93.796.698.2100.0100.0-98.1100.096.194.4--96.096.1Buses0120-34100-51000-10110-211% Buses0.01.31.4--1.34.31.50.0--3.20.70.00.00.0-0.30.01.35.6--2.01.3Single-Unit Trucks1430-82300-50100-10200-216% Single-UnitTrucks10.05.22.1--3.52.24.60.0--3.20.00.90.00.0-0.30.02.60.0--2.01.9Articulated Trucks0010-10000-04100-50000-06% ArticulatedTrucks0.00.00.7--0.40.00.00.0--0.02.70.90.00.0-1.40.00.00.0--0.00.7Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 645 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & TillsonAvenue/Cranberry StreetSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 4:00 PMEnding At01/27/2022 5:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherCranberry Road [N]OutInTotal000121972180222241011241012250000017737001100002000000001876700RTLUP184 0 4 1 179 0 Out 158 0 5 5 148 0 In 342 0 9 6 327 0 Total North Street [E] R 1 0 0 0 1 0 T 65 0 3 1 61 0 L 92 0 2 4 86 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000294354648718718156309361670OutInTotalTillson Avenue [S]ULTRP000001142111100001000001000410011471131000North Street [W]Total04356115457In0215381227Out0220334230000000U0901010L07214077T0134231140R000000PTurning Movement Peak Hour Data Plot (4:00 PM)Page 646 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 1Turning Movement DataStart TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:00 AM1371003902500025201003107008757:15 AM2475005472900036000000009009997:30 AM14520048136100380000003070010967:45 AM3424004944610051202014106007111Hourly Total7171120019012136200150403017502900343818:00 AM352300581431004511400641700121218:15 AM27710080138100405010162070091358:30 AM155300590543005700200230800111298:45 AM550100562532005700100110140015129Hourly Total11234800253418870019961801151013600475149:00 AM5420004713820041200002105006969:15 AM1391004113920042102003105006929:30 AM8391004804000040100001102003929:45 AM140100420400004010000100400487Hourly Total15160300178215740016350200730160019367*** BREAK ***-------------------------11:30 AM453200591391004140000410500611011:45 AM4462005225310056201003205007118Hourly Total899400111392200976010073010001322812:00 PM551700630605006550400940500914612:15 PM745300551413004520100310800911212:30 PM343400502431004610300400400410412:45 PM35450062041100424020066060012122Hourly Total181931900230318510001981201000221102300344841:00 PM74530055041100421000012050071051:15 PM6605017114040045002012009009127*** BREAK ***-------------------------Hourly Total1310580112618150087102013201400162323:00 PM95210062160300645020070070071403:15 PM54960060362200675010062040061393:30 PM97030082053300563040072040061513:45 PM8545006726020064602008301004143Hourly Total3122515002716235100025119090028701600235734:00 PM85320063274200783030063030061534:15 PM65750068256100596130010303006143Page 647 of 876 4:30 PM46500069255600633030062040061444:45 PM8534006524600048203005103004122Hourly Total2622811002658231900248141120027901300225625:00 PM1054300670672006960600122050071555:15 PM65520063064200662010134030071395:30 PM143900053044000440010011060071055:45 PM644100511303003420000200500592Hourly Total3619260023412057002131008011870190026491Grand Total165160786011858401510560016067725504134571176002343832Approach %8.986.54.60.0--2.594.03.50.0--57.51.541.00.0--24.40.475.20.0---Total %4.341.92.20.0-48.51.039.41.50.0-41.92.00.11.40.0-3.51.50.04.60.0-6.1-Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1631473770-1713391395550-1489722540-1285611740-2313561% Cars & LightGoods98.891.789.5--92.297.592.498.2--92.793.5100.098.2--95.598.2100.098.9--98.792.9Buses13900-4002610-270000-00000-067% Buses0.62.40.0--2.20.01.71.8--1.70.00.00.0--0.00.00.00.0--0.01.7Single-Unit Trucks15760-6415000-512010-31010-2120% Single-UnitTrucks0.63.57.0--3.42.53.30.0--3.22.60.01.8--2.21.80.00.6--0.93.1Articulated Trucks03830-4103900-393000-30010-184% ArticulatedTrucks0.02.43.5--2.20.02.60.0--2.43.90.00.0--2.20.00.00.6--0.42.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------0.0--------Pedestrians----1-----0-----4-----0--% Pedestrians----100.0-----------100.0--------Page 648 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 301/27/2022 7:00 AMEnding At01/27/2022 6:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal000220231451202123011223234457000001741560000000101001000017615700RTLUP1719 38 59 39 1583 0 Out 1606 39 51 27 1489 0 In 3325 77 110 66 3072 0 Total North Street [E] R 56 0 0 1 55 0 T 1510 39 50 26 1395 0 L 40 0 1 0 39 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 0001171282450007310336127134261OutInTotalVance Drive [S]ULTRP0000007225400000002010030040772554North Street [W]Total0335466117843621In017134064411858Out016412653431763000000U0163110165L014733957381607T07706386R000011PTurning Movement Data PlotPage 649 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 4Turning Movement Peak Hour Data (8:00 AM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total8:00 AM352300581431004511400641700121218:15 AM27710080138100405010162070091358:30 AM155300590543005700200230800111298:45 AM550100562532005700100110140015129Total1123480025341887001996180115101360047514Approach %4.392.53.20.0--2.094.53.50.0--40.06.753.30.0--21.32.176.60.0---Total %2.145.51.60.0-49.20.836.61.40.0-38.71.20.21.60.0-2.91.90.27.00.0-9.1-PHF0.5500.7600.6670.000-0.7910.5000.8700.5830.000-0.8730.3000.2500.5000.000-0.6250.6250.2500.6430.000-0.7830.952Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Cars & Light Goods1120680-225417260-1824180-13101360-47467% Cars & LightGoods100.088.0100.0--88.9100.091.585.7--91.566.7100.0100.0--86.7100.0100.0100.0--100.090.9Buses01600-160610-70000-00000-023% Buses0.06.80.0--6.30.03.214.3--3.50.00.00.0--0.00.00.00.0--0.04.5Single-Unit Trucks0700-70700-71000-10000-015% Single-UnitTrucks0.03.00.0--2.80.03.70.0--3.516.70.00.0--6.70.00.00.0--0.02.9Articulated Trucks0500-50300-31000-10000-09% ArticulatedTrucks0.02.10.0--2.00.01.60.0--1.516.70.00.0--6.70.00.00.0--0.01.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------0.0--------Pedestrians----0-----0-----1-----0--% Pedestrians----------------100.0--------Page 650 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 5Peak Hour Data01/27/2022 8:00 AMEnding At01/27/2022 9:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal0001847651010000001947660000036110000000000000000003611000RTLUP252 5 7 16 224 0 Out 199 3 7 7 182 0 In 451 8 14 23 406 0 Total North Street [E] R 7 0 0 1 6 0 T 188 3 7 6 172 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000131326000011011131528OutInTotalVance Drive [S]ULTRP000000418000000010000100106181North Street [W]Total043722159483In02251675253Out0212684230000000U01100011L02061675234T080008R000000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 651 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 6Turning Movement Peak Hour Data (11:30 AM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:30 AM453200591391004140000410500611011:45 AM446200522531005620100320500711812:00 PM551700630605006550400940500914612:15 PM7453005514130045201003108009112Total201951400229419310002071306001980230031486Approach %8.785.26.10.0--1.993.24.80.0--68.40.031.60.0--25.80.074.20.0---Total %4.140.12.90.0-47.10.839.72.10.0-42.62.70.01.20.0-3.91.60.04.70.0-6.4-PHF0.7140.9200.5000.000-0.9090.5000.8040.5000.000-0.7960.6500.0000.3750.000-0.5280.5000.0000.7190.000-0.8610.832Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Cars & Light Goods20178140-2124178100-19212060-1880220-30452% Cars & LightGoods100.091.3100.0--92.6100.092.2100.0--92.892.3-100.0--94.7100.0-95.7--96.893.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Single-Unit Trucks01000-100600-61000-10010-118% Single-UnitTrucks0.05.10.0--4.40.03.10.0--2.97.7-0.0--5.30.0-4.3--3.23.7Articulated Trucks0700-70900-90000-00000-016% ArticulatedTrucks0.03.60.0--3.10.04.70.0--4.30.0-0.0--0.00.0-0.0--0.03.3Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 652 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 7Peak Hour Data01/27/2022 11:30 AMEnding At01/27/2022 12:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal00030306000001100030316100000220800000001000000000230800RTLUP209 7 10 0 192 0 Out 207 9 6 0 192 0 In 416 16 16 0 384 0 Total North Street [E] R 10 0 0 0 10 0 T 193 9 6 0 178 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000181836000011000181937OutInTotalVance Drive [S]ULTRP00000012060000000100000000013060North Street [W]Total042401816458In02120107229Out0212089229000000U02000020L01780107195T01400014R000000PTurning Movement Peak Hour Data Plot (11:30 AM)Page 653 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 8Turning Movement Peak Hour Data (3:30 PM)Start TimeNorth StreetNorth StreetVance DriveWoodcock DriveEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM97030082053300563040072040061513:45 PM85450067260200646020083010041434:00 PM85320063274200783030063030061534:15 PM65750068256100596130010303006143Total3123415002806243800257181120031110110022590Approach %11.183.65.40.0--2.394.63.10.0--58.13.238.70.0--50.00.050.00.0---Total %5.339.72.50.0-47.51.041.21.40.0-43.63.10.22.00.0-5.31.90.01.90.0-3.7-PHF0.8610.8360.7500.000-0.8540.7500.8210.6670.000-0.8240.7500.2500.7500.000-0.7750.9170.0000.6880.000-0.9170.964Motorcycles0000-00000-00000-00000-00% Motorcycles0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0Cars & Light Goods30210130-253622880-242181120-31110110-22548% Cars & LightGoods96.889.786.7--90.4100.093.8100.0--94.2100.0100.0100.0--100.0100.0-100.0--100.092.9Buses11000-110400-40000-00000-015% Buses3.24.30.0--3.90.01.60.0--1.60.00.00.0--0.00.0-0.0--0.02.5Single-Unit Trucks0910-100500-50000-00000-015% Single-UnitTrucks0.03.86.7--3.60.02.10.0--1.90.00.00.0--0.00.0-0.0--0.02.5Articulated Trucks0510-60600-60000-00000-012% ArticulatedTrucks0.02.16.7--2.10.02.50.0--2.30.00.00.0--0.00.0-0.0--0.02.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------Page 654 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 cbowness@ptsl.comCount Name: North Street & Woodcock DriveSite Code: 210717 210767Start Date: 01/27/2022Page No: 9Peak Hour Data01/27/2022 3:30 PMEnding At01/27/2022 4:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherWoodcock Drive [N]OutInTotal0003922611010000004022620000011011000000000000000001101100RTLUP257 5 9 10 233 0 Out 257 6 5 4 242 0 In 514 11 14 14 475 0 Total North Street [E] R 8 0 0 0 8 0 T 243 6 5 4 228 0 L 6 0 0 0 6 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 000193150000101101213152OutInTotalVance Drive [S]ULTRP0000001811200000000000000000181120North Street [W]Total0510151512552In025311106280Out0257456272000000U03010031L02101095234T01301115R000000PTurning Movement Peak Hour Data Plot (3:30 PM)Page 655 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 1Turning Movement DataStart TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total12:00 AM0600060000000430072000021512:15 AM0400040010010610071000011312:30 AM020002000000101002000000412:45 AM0200020010011200030000006Hourly Total0140001400200221250019300003381:00 AM03000300100105000500000091:15 AM04000400000000000000000041:30 AM051006000000131005000000111:45 AM0010010000000400040000005Hourly Total0122001400100111210014000000292:00 AM031004011002022004001001112:15 AM050005001001122005000000112:30 AM020002000000061007101002112:45 AM1300040000000500050000009Hourly Total1131001501200311550021102003423:00 AM02000200000001000100000033:15 AM030003001001050005200002113:30 AM01100200100104000410000183:45 AM06100700000002000210000110Hourly Total0122001400200201200012400004324:00 AM030003100001060006200002124:15 AM071008003003080008310004234:30 AM0160001610000111150017200002364:45 AM0420062030052212002560300945Hourly Total03030033406001034670056131300171165:00 AM06000641200732630032411006515:15 AM016000161070085336004414220018865:30 AM21930024513009560100075142400201285:45 AM120100221070087635007521330027132Hourly Total361400681121900322018224002265381000713976:00 AM42330030209001145090063191000201246:15 AM030200325540014754120073202101231426:30 AM03410035215008664110081315200381626:45 AM0362003822800125578007022300025145Hourly Total41238001351182600452222540002879211301106573Page 656 of 876 7:00 AM2293003433400104782100103195400281757:15 AM264800741041300279852200116242500312487:30 AM271400777221003012643000106277400382517:45 AM35790069351600241966160010126560037231Hourly Total922124002542314540091442938900426961919001349058:00 AM5511200686824003812751800105336700462578:15 AM45350062621100191060130083318400432078:30 AM359700698290119955270091487400592388:45 AM277500841062001361068330011144760057288Hourly Total142402900283301864021124125891003901562821002059909:00 AM057600635612012310702001100302500372239:15 AM46280074841100231157150083235200302109:30 AM57360084332000261757150089333100372369:45 AM1887009674110222176319019934440042259Hourly Total102802700317231754039455247690237112014120014692810:00 AM48360093751500278612201911836002723810:15 AM38740094931200249681600932841003324410:30 AM575400842622013015592501992354003224510:45 AM65010057742100321667190010221760034225Hourly Total182951500328251870011134825582023859019170012695211:00 AM4541000687820003520511400852533003121911:15 AM579300876420003011632500991835002624211:30 AM569900831118002014631500922167003422911:45 AM126320077106160032116123009516150022226Hourly Total262652400315241974001175623877003718013200011391612:00 PM3684007577180032207421001151776003025212:15 PM5655017541100015258824001371866003025712:30 PM4721100875120002687826001123162003926412:45 PM97390091931700291486340013417390129283Hourly Total2127829013282512650010267326105004988322230112810561:00 PM376600855121002713672000100209800372491:15 PM47470085821300231355230091195400282271:30 PM348500565113011915852401124285000332321:45 PM664140084451500241573240011237930049269Hourly Total1626232003102296201935628091014271042815001479772:00 PM96160176942601398794402131254301322782:15 PM561900753420012717853101133305700422772:30 PM675700888311002211872503123267100342672:45 PM17160078661400261476300112026660038262Hourly Total21268280131726177102114503271300750710722170114610843:00 PM4787018983140025168035001312611500422873:15 PM583900973422052917594105117333900452883:30 PM693110111010219013117893501141395700513333:45 PM3891000102461600262881350014436640046318Hourly Total18343370239825157106111783091460653313425250018412264:00 PM29110001035715002719852900133276500383014:15 PM1492130011979230039208838011463410800523564:30 PM88912001097816013122963601154318900483424:45 PM14939001167818003324853202141281070045335Hourly Total38365440044726327201130853541350457412034290018313345:00 PM10881003108613220441318652011693210701493675:15 PM61161300135962200372466340012427890044340Page 657 of 876 5:30 PM47615009558120225304633021092912500462755:45 PM484110099444000482058250010316320021271Hourly Total243644903437243196061511052561440350510433230116012536:00 PM3651100794717002829563500120274200332606:15 PM3691201847727014117443001912611200392556:30 PM45130158541900281438220174306300391996:45 PM55580068741800292336210080241020036213Hourly Total152403402289232281011268317410802365107319001479277:00 PM52970041462403341739190075271200301807:15 PM2413014635160024443170064155400241587:30 PM5304003912900121126170054103501181237:45 PM1315003739100022122522005914620022140Hourly Total131311901163112259039244133750025266151301946018:00 PM4123001935300111622300068166202241228:15 PM13070038548001781830005683100121238:30 PM23320037205007824180050113300171118:45 PM22510028429001592925006311500016122Hourly Total9100130012214112500504193103002374617602694789:00 PM2202002426901171421250060178300281299:15 PM12260029267011542210003611400015959:30 PM016500212670015622140042530008869:45 PM0134001720501722090031740001166Hourly Total3711700918182803542685580016940193006237610:00 PM2182002200301333510004891200128510:15 PM1181002001200312510003663200117010:30 PM02120023103014112500183100044910:45 PM01610017010001374001421000335Hourly Total37360082128021187929001162064003023911:00 PM0181001902100331510002881200116111:15 PM02830031010001116900261030046211:30 PM2700090100013101000232200043711:45 PM0141001510100207200910000127Hourly Total267500741420077483100861235002018712:00 AM0310040000000230051000011012:15 AM010001000000021003010001512:30 AM1300040010011310050000001012:45 AM0200020010011100020000005Hourly Total19100110020022850015110002301:00 AM05000500000003000300000081:15 AM04000400000005000500000091:30 AM121004000000150006000000101:45 AM0200020010211200030000006Hourly Total1131001500102121500017000000332:00 AM0100010100011450010300003152:15 AM04100500000011000210000182:30 AM02100300100104100500000092:45 AM14000500000005000500000010Hourly Total1112001401100221460022400004423:00 AM02000200000002000200000043:15 AM02000220000202000200000063:30 AM02000200000003100420000283:45 AM04100500000016200933000620Page 658 of 876 Hourly Total0101001120000211330017530008384:00 AM030003001001081009301004174:15 AM0400040030031910011500005234:30 AM090009101002081009200002224:45 AM08200102010032180002040100538Hourly Total0242002630600934330049140200161005:00 AM0102001231200602540029801009565:15 AM01200012004004233300388020010645:30 AM0192002141300845050059121000131015:45 AM1230002421400765712007515430022128Hourly Total1644006993130025121652400201435600543496:00 AM219200231114001635770067184000221286:15 AM029100306250013844130065224100271356:30 AM03850043231100161156130080413100451846:45 AM12130025611101181619007119040023137Hourly Total31071100121157410163232184200283100116001175847:00 AM24820052401001147892500121212700302177:15 AM267700769310002212721600100322700412397:30 AM37750085721500241057100077354500442307:45 AM56080173532700352179190011940740051278Hourly Total1225222012862586201955029770004171281523001669648:00 AM44430051862001341767130097274500362188:15 AM254500611041100251448200082287500402088:30 AM56490078732000301448200082306600422328:45 AM6661200847101900361352380210355880071294Hourly Total172282900274322370011255821591023641402524001899529:00 AM262200666320002917801800115274900402509:15 AM65110158331600221357140084231100251899:30 AM4714007932120017754200081152500221999:45 AM165801746211001921792300123291200041257Hourly Total13249150227718105900875827075004039419150012889510:00 AM4524006058100123137032001153104003523310:15 AM359900716016002212551800851624002220010:30 AM56400069821801286671600892723003221810:45 AM9514006462170025115916008623490036211Hourly Total2122617002642512610298422518200375978200012586211:00 AM27560183532000281471210010614114002924611:15 AM7578007265140025177327001172324002924311:30 AM5738008654150024156724041062164003124711:45 AM6605007192160027126423009919420025222Hourly Total202652701312251465001045827595044287723140011495812:00 PM276400825713022520702500115251010004526712:15 PM8608007610418003217483100961645002522912:30 PM4726018252210028158121001172957004126812:45 PM86260076621701252061210010233670046249Hourly Total2227024013162615690311072260980043010325290015710131:00 PM774901902218002214852400123262300312661:15 PM462700739512002613701900102212400272281:30 PM16550071821801281663170096185400272221:45 PM566110082942201351575270011728460038272Hourly Total17267320131628137002111582938700438931317001239882:00 PM773120092971701331280250011719920030272Page 659 of 876 2:15 PM4831000979618013324832800135303800413062:30 PM1163401785324003218742002112369401492712:45 PM35070060891700341473300011718530026237Hourly Total25269330132731257602132683101030248110326170114610863:00 PM47630183710170034128232011261612300312743:15 PM6839009887200035216734011222011400352903:30 PM499800111155180038218937001473411501503463:45 PM483130010012819023929773600142271340044325Hourly Total1834133013924230740214683315139025379747160116012354:00 PM1099800117912180439258735021472810302413444:15 PM59490010811712003026773502138286800423184:30 PM5921801115118230042209242001543211400473584:45 PM121001002122171422005327872800142271640047364Hourly Total32385450346248417504164983431400458111543190217713845:00 PM101161500141916190044237629001282812700473605:15 PM810913001308813002918743500127316700443305:30 PM139180011251016013113543400101315800442885:45 PM95670072341300202457360111729640039248Hourly Total40372430045525386101124782611340147311929260017412266:00 PM2681200829813013029542800111215100272506:15 PM961600766816003021362501823110700482366:30 PM56880081251400211546270088295000342246:45 PM7496006229160027223622008020630029198Hourly Total2324632003011930590110887172102013611012611001389087:00 PM33210036521500221537220074211300251577:15 PM3345004233500111430240368252300301517:30 PM14440049224008730210058114400191347:45 PM33330039237001211281400539420015119Hourly Total101431300166121031005347125810325366111200895618:00 PM1271002933602121628230067191300231318:15 PM12220025581600291518150048118200211238:30 PM230400361131000249202200516200081198:45 PM33300036235001093618006317330023132Hourly Total711270012611273702754910278002295314800755059:00 PM223500301560012634180058116200191199:15 PM225400313050085231300417120010909:30 PM22330028210003591000247320012679:45 PM121100232110045301200471011001286Hourly Total7921300112871200272196530017035117005336210:00 PM21820022234009437120053120000129610:15 PM1243002810200332915004792000118910:30 PM02220024042006430700412110047510:45 PM19100110000101104001532000531Hourly Total4738008537801181210638001562651003229111:00 PM114100160120133151000283000035011:15 PM12660033010001510600214010056011:30 PM114000150110022161300312100035111:45 PM062008022004082001011000224Hourly Total360900720550110104931009010210013185Grand Total5668216876021965876461819720573354193784753225046136373275730553011455831207Approach %5.985.19.10.0--22.818.458.80.0--14.262.123.60.0--71.916.012.10.0---Total %1.826.32.80.0-30.92.42.06.30.0-10.76.227.210.30.0-43.710.52.31.80.0-14.6-Page 660 of 876 Lights54576107890-894465859819030-31591870785931660-1289532286985400-446629464% Lights96.392.690.1--92.686.196.896.5--94.296.592.798.2--94.698.695.697.6--98.094.4Mediums14243410-2987820580-15661276540-3914623100-79924% Mediums2.53.04.7--3.110.23.22.9--4.73.13.31.7--2.91.43.21.8--1.73.0Articulated Trucks7363460-416280110-39634050-3511930-13819% ArticulatedTrucks1.24.45.3--4.33.70.00.6--1.20.34.00.2--2.60.01.20.5--0.32.6Pedestrians----21-----57-----46-----11--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 661 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 711/17/2015 12:00 AMEnding At11/19/2015 12:00 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal90578944180013642986623714167870009792965819450545761078900142434100736346000000215668216876021RTLUP3543 0 61 125 3357 Out 3354 0 39 156 3159 In 6897 0 100 281 6516 Total North Street [E] R 764 0 28 78 658 T 618 0 0 20 598 L 1972 0 11 58 1903 U 0 0 0 0 0 P 57 57 0 0 0 127411289525636347391738375351726000134631363727100OutInTotalBroadway Street [S]ULTRP031667859187000542766100534060000046032258475193746North Street [W]Total87751672508967In4466791304558Out430988120440900000U5401030553L6982390730T322846103275R0001111PTurning Movement Data PlotPage 662 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 8Turning Movement Peak Hour Data (8:00 AM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total8:00 AM5511200686824003812751800105336700462578:15 AM45350062621100191060130083318400432078:30 AM359700698290119955270091487400592388:45 AM277500841062001361068330011144760057288Total14240290028330186402112412589100390156282100205990Approach %4.984.810.20.0--26.816.157.10.0--10.566.223.30.0--76.113.710.20.0---Total %1.424.22.90.0-28.63.01.86.50.0-11.34.126.19.20.0-39.415.82.82.10.0-20.7-PHF0.7000.7790.6040.000-0.8420.7500.5630.6670.000-0.7370.8540.8600.6890.000-0.8780.8130.8750.7500.000-0.8690.859Lights12211260-2493017610-10838230870-35515024200-194906% Lights85.787.989.7--88.0100.094.495.3--96.492.789.195.6--91.096.285.795.2--94.691.5Mediums21220-160130-431040-176210-946% Mediums14.35.06.9--5.70.05.64.7--3.67.33.94.4--4.43.87.14.8--4.44.6Articulated Trucks01710-180000-001800-180200-238% ArticulatedTrucks0.07.13.4--6.40.00.00.0--0.00.07.00.0--4.60.07.10.0--1.03.8Pedestrians----0-----2-----0-----0--% Pedestrians----------100.0--------------Page 663 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 9Peak Hour Data11/17/2015 8:00 AMEnding At11/17/2015 9:00 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal28024952911162718183600030928359212211260021220001710000000142402900RTLUP98 0 3 7 88 Out 112 0 0 4 108 In 210 0 3 11 196 Total North Street [E] R 30 0 0 0 30 T 18 0 0 1 17 L 64 0 0 3 61 U 0 0 0 0 0 P 2 2 0 0 0 422355777211738171835000460390850OutInTotalBroadway Street [S]ULTRP08723038004103000180000000091258410North Street [W]Total3101620328In194920205Out11670012300000U2010021L2422028T150600156R00000PTurning Movement Peak Hour Data Plot (8:00 AM)Page 664 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 10Turning Movement Peak Hour Data (4:15 PM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total4:15 PM1492130011979230039208838011463410800523564:30 PM88912001097816013122963601154318900483424:45 PM149390011678180033248532021412810700453355:00 PM1088100310861322044131865201169321070149367Total4636244034522738790514497355158056101253831011941400Approach %10.280.19.70.0--18.826.454.90.0--15.958.225.90.0--64.419.616.00.0---Total %3.325.93.10.0-32.31.92.75.60.0-10.36.925.411.30.0-43.68.92.72.20.0-13.9-PHF0.8210.9730.8460.000-0.9500.9640.7310.8590.000-0.8780.7820.9240.7600.000-0.9020.9190.9500.8610.000-0.9330.954Lights46350420-4382737790-143963381570-59112438300-1921364% Lights100.096.795.5--96.9100.097.4100.0--99.399.095.299.4--96.999.2100.096.8--99.097.4Mediums0610-70100-11710-91010-219% Mediums0.01.72.3--1.50.02.60.0--0.71.02.00.6--1.50.80.03.2--1.01.4Articulated Trucks0610-70000-001000-100000-017% ArticulatedTrucks0.01.72.3--1.50.00.00.0--0.00.02.80.0--1.60.00.00.0--0.01.2Pedestrians----3-----5-----5-----1--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 665 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 11Peak Hour Data11/17/2015 4:15 PMEnding At11/17/2015 5:15 PMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal395438833871510717000413452865463504200061000610000003463624403RTLUP179 0 1 2 176 Out 144 0 0 1 143 In 323 0 1 3 319 Total North Street [E] R 27 0 0 0 27 T 38 0 0 1 37 L 79 0 0 0 79 U 0 0 0 0 0 P 5 5 0 0 0 55359111447916610160005666101176OutInTotalBroadway Street [S]ULTRP015733896001710001000000050158355975North Street [W]Total432400436In192200194Out24020024200000U3010031L3800038T124100125R00011PTurning Movement Peak Hour Data Plot (4:15 PM)Page 666 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 12Turning Movement Peak Hour Data (8:15 AM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total8:15 AM254500611041100251448200082287500402088:30 AM56490078732000301448200082306600422328:45 AM66612008471019003613523802103558800712949:00 AM26220066632000291780180011527490040250Total15246280028930207000120582289602382140252800193984Approach %5.285.19.70.0--25.016.758.30.0--15.259.725.10.0--72.513.014.50.0---Total %1.525.02.80.0-29.43.02.07.10.0-12.25.923.29.80.0-38.814.22.52.80.0-19.6-PHF0.6250.9320.5830.000-0.8600.7500.5000.8750.000-0.8330.8530.7130.6320.000-0.8300.6360.7810.7780.000-0.6800.837Lights12213210-2462017680-10558214930-36513523280-186902% Lights80.086.675.0--85.166.785.097.1--87.5100.093.996.9--95.596.492.0100.0--96.491.7Mediums21540-219320-140530-85100-649% Mediums13.36.114.3--7.330.015.02.9--11.70.02.23.1--2.13.64.00.0--3.15.0Articulated Trucks11830-221000-10900-90100-133% ArticulatedTrucks6.77.310.7--7.63.30.00.0--0.80.03.90.0--2.40.04.00.0--0.53.4Pedestrians----0-----0-----2-----0--% Pedestrians----------------100.0--------Page 667 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 13Peak Hour Data11/18/2015 8:15 AMEnding At11/18/2015 9:15 AMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal26224650814213510223200028628957512213210021540011830000000152462800RTLUP111 0 4 5 102 Out 120 0 1 14 105 In 231 0 5 19 207 Total North Street [E] R 30 0 1 9 20 T 20 0 0 3 17 L 70 0 0 2 68 U 0 0 0 0 0 P 0 0 0 0 0 4163657812283018927000456382838OutInTotalBroadway Street [S]ULTRP093214580035000090000002096228582North Street [W]Total3081420324In186610193Out12281013100000U2800028L2311025T135500140R00000PTurning Movement Peak Hour Data Plot (8:15 AM)Page 668 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 14Turning Movement Peak Hour Data (4:30 PM)Start TimeBroadway StreetNorth StreetBroadway StreetNorth StreetSouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total4:30 PM5921801115118230042209242001543211400473584:45 PM1210010021221714220053278728001422716400473645:00 PM101161500141916190044237629001282812700473605:15 PM81091300130881300291874350012731670044330Total3541756035084546770016888329134005511184522001851412Approach %6.982.111.00.0--26.827.445.80.0--16.059.724.30.0--63.824.311.90.0---Total %2.529.54.00.0-36.03.23.35.50.0-11.96.223.39.50.0-39.08.43.21.60.0-13.1-PHF0.7290.8990.7780.000-0.9010.6620.7190.8370.000-0.7920.8150.8940.7980.000-0.8940.9220.7030.7860.000-0.9840.970Lights35398550-4884346770-166883141340-53611843220-1831373% Lights100.095.498.2--96.195.6100.0100.0--98.8100.095.4100.0--97.3100.095.6100.0--98.997.2Mediums0600-62000-20900-90200-219% Mediums0.01.40.0--1.24.40.00.0--1.20.02.70.0--1.60.04.40.0--1.11.3Articulated Trucks01310-140000-00600-60000-020% ArticulatedTrucks0.03.11.8--2.80.00.00.0--0.00.01.80.0--1.10.00.00.0--0.01.4Pedestrians----3-----0-----0-----0--% Pedestrians----100.0--------------------Page 669 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 15Peak Hour Data11/18/2015 4:30 PMEnding At11/18/2015 5:30 PMLightsMediumsArticulated TrucksPedestriansBroadway Street [N]OutInTotal37948886711617614200003965089043539855000600001310000003354175603RTLUP189 0 1 2 186 Out 168 0 0 2 166 In 357 0 1 4 352 Total North Street [E] R 45 0 0 2 43 T 46 0 0 0 46 L 77 0 0 0 77 U 0 0 0 0 0 P 0 0 0 0 0 59353611296915136190006125511163OutInTotalBroadway Street [S]ULTRP01343148800090000600000000134329880North Street [W]Total398200400In183200185Out21500021500000U2200022L4320045T118000118R00000PTurning Movement Peak Hour Data Plot (4:30 PM)Page 670 of 876 Paradigm Transportation Solutions Limited5A-150 Pinebush RdCambridge, Ontario, Canada N1R 8J8519-896-3163 mmurch@ptsl.comCount Name: North Street & BroadwaySite Code:Start Date: 11/17/2015Page No: 16Page 671 of 876 Page 672 of 876 Page 673 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix C Existing Traffic Operations Reports Page 674 of 876 Lanes, Volumes, Timings Existing AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 125 143 72 91 60 77 223 76 56 233 11Future Volume (vph) 24 125 143 72 91 60 77 223 76 56 233 11Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.920 0.941 0.962 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1505 0 1614 1540 0 1614 2913 0 1385 3014 0Flt Permitted 0.653 0.303 0.566 0.555Satd. Flow (perm) 1098 1505 0 515 1540 0 962 2913 0 809 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 67 46 66 7Link Speed (k/h) 50 50 50 60Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 20.9 15.3 19.0 51.0Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 26 136 155 78 99 65 84 242 83 61 253 12Shared Lane Traffic (%)Lane Group Flow (vph) 26 291 0 78 164 0 84 325 0 61 265 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings Existing AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 15.8 15.8 25.3 23.3 37.2 31.5 36.4 29.6Actuated g/C Ratio 0.22 0.22 0.35 0.32 0.51 0.43 0.50 0.41v/c Ratio 0.11 0.77 0.29 0.31 0.15 0.25 0.14 0.22Control Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9LOS CDBBBBBBApproach Delay 35.6 16.4 12.9 15.7Approach LOS D B B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 73Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 19.8 Intersection LOS: BIntersection Capacity Utilization 62.2% ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 675 of 876 QueuesExisting AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 26 291 78 164 84 325 61 265v/c Ratio 0.11 0.77 0.29 0.31 0.15 0.25 0.14 0.22Control Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 36.5 19.1 15.2 10.6 13.5 10.6 16.9Queue Length 50th (m) 3.1 31.2 7.5 12.1 5.9 13.8 4.3 13.7Queue Length 95th (m) 9.2 #64.4 15.9 25.8 13.0 23.8 10.2 22.8Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 294 452 271 657 545 1296 452 1226Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.09 0.64 0.29 0.25 0.15 0.25 0.13 0.22Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings Existing AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 234 8 4 188761810136Future Volume (vph) 11 234 8 4 188761810136Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.994 0.929 0.897Flt Protected 0.950 0.950 0.980 0.989Satd. Flow (prot) 1662 1560 0 1662 1593 0 0 1403 0 0 1552 0Flt Permitted 0.950 0.950 0.980 0.989Satd. Flow (perm) 1662 1560 0 1662 1593 0 0 1403 0 0 1552 0Link Speed (k/h) 50 50 50 50Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 15.3 18.1 10.1 6.6Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 1225494204871911139Shared Lane Traffic (%)Lane Group Flow (vph) 12 263 0 4 212 0 0 17 0 0 51 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15Page 676 of 876 HCM 6th TWSC Existing AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 1123484188761810136Future Vol, veh/h 11 234 8 4 188761810136Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 12 254 9 4 204871911139 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 212 0 0 264 0 0 520 504 260 504 504 208 Stage 1 - - - - - - 284 284 - 216 216 - Stage 2 - - - - - - 236 220 - 288 288 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1370 - - 1312 - - 421 473 784 482 473 837 Stage 1 - - - - - - 661 680 - 791 728 - Stage 2 - - - - - - 703 725 - 724 677 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1370 - - 1311 - - 397 467 783 471 467 837Mov Cap-2 Maneuver - - - - - - 397 467 - 471 467 - Stage 1 - - - - - - 654 673 - 784 726 - Stage 2 - - - - - - 667 723 - 709 670 - Approach EB WB NB SBHCM Control Delay, s 0.3 0.2 11.8 10.5HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 546 1370 - - 1311 - - 708HCM Lane V/C Ratio 0.03 0.009 - - 0.003 - - 0.072HCM Control Delay (s) 11.8 7.7 - - 7.8 - - 10.5HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2Lanes, Volumes, Timings Existing AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 3 245 190 4 12 8Future Volume (vph) 3 245 190 4 12 8Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.945Flt Protected 0.950 0.971Satd. Flow (prot) 1250 1577 1625 0 1333 0Flt Permitted 0.950 0.971Satd. Flow (perm) 1250 1577 1625 0 1333 0Link Speed (k/h) 50 50 50Link Distance (m) 251.4 452.9 112.6Travel Time (s) 18.1 32.6 8.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 3 266 207 4 13 9Shared Lane Traffic (%)Lane Group Flow (vph) 3 266 211 0 22 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 24.0% ICU Level of Service AAnalysis Period (min) 15Page 677 of 876 HCM 6th TWSC Existing AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 3 245 190 4 12 8Future Vol, veh/h 3 245 190 4 12 8Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 3 266 207 4 13 9 Major/Minor Major1 Major2 Minor2Conflicting Flow All 211 0 - 0 481 209 Stage 1 - - - - 209 - Stage 2 - - - - 272 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 1195 - - - 548 724 Stage 1 - - - - 831 - Stage 2 - - - - 778 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1195 - - - 546 724Mov Cap-2 Maneuver - - - - 546 - Stage 1 - - - - 829 - Stage 2 - - - - 778 - Approach EB WB SBHCM Control Delay, s 0.1 0 11.2HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1195 - - - 606HCM Lane V/C Ratio 0.003 - - - 0.036HCM Control Delay (s) 8 - - - 11.2HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.1Lanes, Volumes, Timings Existing AM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 232 9 8 170 9 5Future Volume (vph) 232 9 8 170 9 5Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.955Flt Protected 0.998 0.968Satd. Flow (prot) 1588 0 0 1623 1507 0Flt Permitted 0.998 0.968Satd. Flow (perm) 1588 0 0 1623 1507 0Link Speed (k/h) 50 50 50Link Distance (m) 452.9 645.8 109.2Travel Time (s) 32.6 46.5 7.9Confl. Peds. (#/hr) 2 2 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 0% 0% 8% 11% 0%Adj. Flow (vph) 252 10 9 185 10 5Shared Lane Traffic (%)Lane Group Flow (vph) 262 0 0 194 15 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 26.8% ICU Level of Service AAnalysis Period (min) 15Page 678 of 876 HCM 6th TWSC Existing AM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 232 9 8 170 9 5Future Vol, veh/h 232 9 8 170 9 5Conflicting Peds, #/hr 022010Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 10 0 0 8 11 0Mvmt Flow 252 10 9 185 10 5 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 264 0 463 259 Stage 1 - - - - 259 - Stage 2 - - - - 204 -Critical Hdwy - - 4.1 - 6.51 6.2Critical Hdwy Stg 1 - - - - 5.51 -Critical Hdwy Stg 2 - - - - 5.51 -Follow-up Hdwy - - 2.2 - 3.599 3.3Pot Cap-1 Maneuver - - 1312 - 541 785 Stage 1 - - - - 764 - Stage 2 - - - - 809 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1310 - 535 784Mov Cap-2 Maneuver - - - - 535 - Stage 1 - - - - 762 - Stage 2 - - - - 802 - Approach EB WB NBHCM Control Delay, s 0 0.3 11.1HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 603 - - 1310 -HCM Lane V/C Ratio 0.025 - - 0.007 -HCM Control Delay (s) 11.1 - - 7.8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 -Lanes, Volumes, Timings Existing AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 6 83 144 70 67 4 105 59 41 3 56 17Future Volume (vph) 6 83 144 70 67 4 105 59 41 3 56 17Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.905 0.992 0.938 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1454 0 1614 1600 0 1614 1477 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1454 0 1614 1600 0 1614 1477 0 0 1637 1200Link Speed (k/h) 50 50 50 50Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 46.5 15.0 32.8 29.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 7 90 157 76 73 4 114 64 45 3 61 18Shared Lane Traffic (%)Lane Group Flow (vph) 7 247 0 76 77 0 114 109 0 0 64 18Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.5% ICU Level of Service AAnalysis Period (min) 15Page 679 of 876 HCM 6th AWSC Existing AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 10.2Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 6 83 144 70 67 4 105 59 41 3 56 17Future Vol, veh/h 6 83 144 70 67 4 105 59 41 3 56 17Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 7 90 157 76 73 4 114 64 45 3 61 18Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 10.9 9.6 10.1 9.1HCM LOSBABA Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, % 0% 59% 0% 37% 0% 94% 95% 0%Vol Right, % 0% 41% 0% 63% 0% 6% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 105 100 6 227 70 71 59 17LT Vol 105 0 6 0 70 0 3 0Through Vol 0 59 0 83 0 67 56 0RT Vol 0 41 0 144 0 4 0 17Lane Flow Rate 114 109 7 247 76 77 64 18Geometry Grp77777777Degree of Util (X) 0.2 0.171 0.012 0.356 0.132 0.125 0.107 0.028Departure Headway (Hd) 6.311 5.671 6.695 5.297 6.262 5.82 5.993 5.379Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 572 637 538 683 574 618 600 668Service Time 4.011 3.371 4.395 2.997 3.979 3.537 3.705 3.091HCM Lane V/C Ratio 0.199 0.171 0.013 0.362 0.132 0.125 0.107 0.027HCM Control Delay 10.6 9.5 9.5 10.9 9.9 9.4 9.4 8.2HCM Lane LOSBAABAAAAHCM 95th-tile Q 0.7 0.6 0 1.6 0.5 0.4 0.4 0.1Page 680 of 876 Lanes, Volumes, Timings Existing PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 71 104 87 93 96 144 332 101 105 361 37Future Volume (vph) 26 71 104 87 93 96 144 332 101 105 361 37Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.911 0.924 0.965 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1494 0 1554 1518 0 1646 2984 0 1498 3101 0Flt Permitted 0.629 0.433 0.478 0.482Satd. Flow (perm) 1019 1494 0 708 1518 0 828 2984 0 759 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 87 73 56 15Link Speed (k/h) 50 50 50 60Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 20.9 15.3 19.0 51.0Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 28 77 113 95 101 104 157 361 110 114 392 40Shared Lane Traffic (%)Lane Group Flow (vph) 28 190 0 95 205 0 157 471 0 114 432 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings Existing PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 12.1 12.1 21.9 19.8 38.2 31.2 37.1 28.9Actuated g/C Ratio 0.17 0.17 0.31 0.28 0.54 0.44 0.52 0.41v/c Ratio 0.16 0.58 0.33 0.43 0.31 0.35 0.25 0.34Control Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1LOS CCCBBBABApproach Delay 24.0 17.3 13.4 14.8Approach LOS C B B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 71.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.58Intersection Signal Delay: 15.9 Intersection LOS: BIntersection Capacity Utilization 64.9% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 681 of 876 QueuesExisting PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 190 95 205 157 471 114 432v/c Ratio 0.16 0.58 0.33 0.43 0.31 0.35 0.25 0.34Control Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 28.0 23.4 20.7 15.8 10.3 14.5 9.9 16.1Queue Length 50th (m) 3.3 12.9 9.2 13.8 9.0 19.7 6.4 19.7Queue Length 95th (m) 9.8 31.3 19.0 29.9 21.1 35.7 16.2 34.8Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 273 465 288 666 513 1340 459 1268Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.10 0.41 0.33 0.31 0.31 0.35 0.25 0.34Intersection SummaryLanes, Volumes, Timings Existing PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 31 234 15 6 243 8 18 1 12 11 0 11Future Volume (vph) 31 234 15 6 243 8 18 1 12 11 0 11Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.991 0.995 0.948 0.932Flt Protected 0.950 0.950 0.971 0.976Satd. Flow (prot) 1614 1574 0 1662 1646 0 0 1611 0 0 1592 0Flt Permitted 0.950 0.950 0.971 0.976Satd. Flow (perm) 1614 1574 0 1662 1646 0 0 1611 0 0 1592 0Link Speed (k/h) 50 50 50 50Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 15.3 18.1 10.1 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 34 254 16 7 264 9 20 1 13 12 0 12Shared Lane Traffic (%)Lane Group Flow (vph) 34 270 0 7 273 0 0 34 0 0 24 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 31.1% ICU Level of Service AAnalysis Period (min) 15Page 682 of 876 HCM 6th TWSC Existing PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 31 234 15 6 243 8 18 1 12 11 0 11Future Vol, veh/h 31 234 15 6 243 8 18 1 12 11 0 11Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 34 254 16 7 264 9 20 1 13 12 0 12 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 273 0 0 270 0 0 619 617 262 620 621 269 Stage 1 - - - - - - 330 330 - 283 283 - Stage 2 - - - - - - 289 287 - 337 338 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1284 - - 1305 - - 404 408 782 403 406 775 Stage 1 - - - - - - 687 649 - 728 681 - Stage 2 - - - - - - 723 678 - 681 644 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1284 - - 1305 - - 388 395 782 386 393 775Mov Cap-2 Maneuver - - - - - - 388 395 - 386 393 - Stage 1 - - - - - - 669 632 - 709 678 - Stage 2 - - - - - - 708 675 - 651 627 - Approach EB WB NB SBHCM Control Delay, s 0.9 0.2 13 12.3HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 482 1284 - - 1305 - - 515HCM Lane V/C Ratio 0.07 0.026 - - 0.005 - - 0.046HCM Control Delay (s) 13 7.9 - - 7.8 - - 12.3HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.1Lanes, Volumes, Timings Existing PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 13 236 256 16 8 7Future Volume (vph) 13 236 256 16 8 7Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.992 0.936Flt Protected 0.950 0.974Satd. Flow (prot) 1196 1577 1614 0 1139 0Flt Permitted 0.950 0.974Satd. Flow (perm) 1196 1577 1614 0 1139 0Link Speed (k/h) 50 50 50Link Distance (m) 251.4 452.9 112.6Travel Time (s) 18.1 32.6 8.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 14 257 278 17 9 8Shared Lane Traffic (%)Lane Group Flow (vph) 14 257 295 0 17 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 25.7% ICU Level of Service AAnalysis Period (min) 15Page 683 of 876 HCM 6th TWSC Existing PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 13 236 256 16 8 7Future Vol, veh/h 13 236 256 16 8 7Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 14 257 278 17 9 8 Major/Minor Major1 Major2 Minor2Conflicting Flow All 295 0 - 0 572 287 Stage 1 - - - - 287 - Stage 2 - - - - 285 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 1082 - - - 445 638 Stage 1 - - - - 712 - Stage 2 - - - - 713 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1082 - - - 439 638Mov Cap-2 Maneuver - - - - 439 - Stage 1 - - - - 703 - Stage 2 - - - - 713 - Approach EB WB SBHCM Control Delay, s 0.4 0 12.2HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1082 - - - 514HCM Lane V/C Ratio 0.013 - - - 0.032HCM Control Delay (s) 8.4 - - - 12.2HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.1Lanes, Volumes, Timings Existing PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 221 6 5 251 16 10Future Volume (vph) 221 6 5 251 16 10Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.996 0.947Flt Protected 0.999 0.971Satd. Flow (prot) 1548 0 0 1621 1609 0Flt Permitted 0.999 0.971Satd. Flow (perm) 1548 0 0 1621 1609 0Link Speed (k/h) 50 50 50Link Distance (m) 452.9 645.8 109.2Travel Time (s) 32.6 46.5 7.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 13% 0% 0% 8% 0% 0%Adj. Flow (vph) 240 7 5 273 17 11Shared Lane Traffic (%)Lane Group Flow (vph) 247 0 0 278 28 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 15 25 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 28.7% ICU Level of Service AAnalysis Period (min) 15Page 684 of 876 HCM 6th TWSC Existing PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.7Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 221 6 5 251 16 10Future Vol, veh/h 221 6 5 251 16 10Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 1300800Mvmt Flow 240 7 5 273 17 11 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 247 0 527 244 Stage 1 - - - - 244 - Stage 2 - - - - 283 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1331 - 515 800 Stage 1 - - - - 801 - Stage 2 - - - - 770 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1331 - 513 800Mov Cap-2 Maneuver - - - - 513 - Stage 1 - - - - 801 - Stage 2 - - - - 767 - Approach EB WB NBHCM Control Delay, s 0 0.2 11.4HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 595 - - 1331 -HCM Lane V/C Ratio 0.047 - - 0.004 -HCM Control Delay (s) 11.4 - - 7.7 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.1 - - 0 -Lanes, Volumes, Timings Existing PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 10 77 140 92 65 1 147 113 100 7 76 18Future Volume (vph) 10 77 140 92 65 1 147 113 100 7 76 18Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.903 0.998 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1504 0 1554 1649 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1504 0 1554 1649 0 1614 1610 0 0 1682 1403Link Speed (k/h) 50 50 50 50Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 46.5 15.0 32.8 29.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 11 84 152 100 71 1 160 123 109 8 83 20Shared Lane Traffic (%)Lane Group Flow (vph) 11 236 0 100 72 0 160 232 0 0 91 20Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.8% ICU Level of Service AAnalysis Period (min) 15Page 685 of 876 HCM 6th AWSC Existing PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 11.5Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 10 77 140 92 65 1 147 113 100 7 76 18Future Vol, veh/h 10 77 140 92 65 1 147 113 100 7 76 18Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 11 84 152 100 71 1 160 123 109 8 83 20Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 12.2 10.8 11.7 10.1HCM LOSBBBB Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 8% 0%Vol Thru, % 0% 53% 0% 35% 0% 98% 92% 0%Vol Right, % 0% 47% 0% 65% 0% 2% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 147 213 10 217 92 66 83 18LT Vol 147 0 10 0 92 0 7 0Through Vol 0 113 0 77 0 65 76 0RT Vol 0 100 0 140 0 1 0 18Lane Flow Rate 160 232 11 236 100 72 90 20Geometry Grp77777777Degree of Util (X) 0.288 0.363 0.021 0.385 0.192 0.127 0.161 0.031Departure Headway (Hd) 6.499 5.644 6.885 5.869 6.926 6.39 6.416 5.731Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 553 637 520 613 518 560 558 623Service Time 4.239 3.383 4.628 3.611 4.675 4.139 4.168 3.482HCM Lane V/C Ratio 0.289 0.364 0.021 0.385 0.193 0.129 0.161 0.032HCM Control Delay 11.9 11.6 9.8 12.3 11.3 10.1 10.4 8.7HCM Lane LOSBBABBBBAHCM 95th-tile Q 1.2 1.7 0.1 1.8 0.7 0.4 0.6 0.1Page 686 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix D Background Development Traffic Volumes Page 687 of 876 Background Development Traffic VolumesNorthcrest Subdivision Phase 2AM Peak HourAppendix DLindprop Subdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E1414006310331 312227 27110433Vance Dr0Coulthard St0Tillson Ave6000001422 9000101000142500010034 34925 25625357 57011243382 82062024 62 4 4 401871000009953North St W001025201259729BroadwayWoodcock DrFalcon RdCranberry Rd0Subject LandsLindprop SubdivisionBraun Ave31020187125010251025100000Page 688 of 876 Appendix DLindprop Subdivision, Tillsonburg TIS210767NTSBackground Development Traffic VolumesNorthcrest Subdivision Phase 2PM Peak HourStreet DNorth St ENorth St E1523Vance Dr0Coulthard St0Tillson Ave19 19157625500BroadwayWoodcock DrFalcon RdCranberry Rd1033002826580442762000001055 70007250033620000673801025084 842262 62443848 4802817235810 10 10012183002600North St W0026181431822177326141350017 44000180Subject LandsLindprop SubdivisionBraun Ave1826182Page 689 of 876 Background Development Traffic VolumesRolling Meadows North Subdivision (2027)AM Peak HourAppendix DLindprop Subdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E28 285612280412800520Vance Dr0Coulthard St0Tillson Ave000001217 280001250086000055021 211523 2323712 12012122053 5302341228012 16 5 12 5000200017716110North St W008213722122110854270Braun AveBroadwayWoodcock DrFalcon RdCranberry Rd821800Subject LandsLindprop Subdivision000210821Page 690 of 876 Appendix DLindprop Subdivision, Tillsonburg TIS210767NTSBackground Development Traffic VolumesRolling Meadows North Subdivision (2027)PM Peak HourStreet DNorth St ENorth St E921001314Vance Dr0Coulthard St0Tillson Ave21 211300000913 21000913002116000163001313054 543829 29291830 3003091436 360293909 1112301300040001318118021 210North St W002013250001302013Woodcock DrFalcon RdCranberry Rd20132000BroadwaySubject LandsLindprop SubdivisionBraun Ave4135628032038190Page 691 of 876 Background Development Traffic VolumesRolling Meadows North Subdivision (2032)AM Peak HourAppendix DLindprop Subdivision, Tillsonburg TIS210767NTSStreet DNorth St ENorth St E520Vance Dr0Coulthard St0Tillson Ave28 285328000BroadwayWoodcock DrFalcon RdCranberry Rd1280012102201441228000001217 280001250443001777110055099620 2014712 1201212102251250002000821North St W01000152413801032180012 710311204Subject LandsLindprop SubdivisionBraun Ave48214Page 692 of 876 Appendix DLindprop Subdivision, Tillsonburg TIS210767NTSBackground Development Traffic VolumesRolling Meadows North Subdivision (2032)PM Peak HourStreet DNorth St ENorth St E921001314Vance Dr0Coulthard St0Tillson Ave21 211300000913 2100091301011700073001313024 241720 20231830 300309716 160233909 5 12 30 130004000131858021 210North St W07001172030010710Woodcock DrFalcon RdCranberry Rd201302013BroadwaySubject LandsLindprop SubdivisionBraun Ave410351903724130Page 693 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix E 2027 Background Traffic Operations Reports Page 694 of 876 Lanes, Volumes, Timings 2027 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 153 158 132 136 112 85 246 106 80 257 12Future Volume (vph) 26 153 158 132 136 112 85 246 106 80 257 12Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.924 0.932 0.955 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1509 0 1614 1516 0 1614 2897 0 1385 3014 0Flt Permitted 0.593 0.255 0.573 0.525Satd. Flow (perm) 997 1509 0 433 1516 0 974 2897 0 765 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 61 58 94 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 28 166 172 143 148 122 92 267 115 87 279 13Shared Lane Traffic (%)Lane Group Flow (vph) 28 338 0 143 270 0 92 382 0 87 292 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.5 17.5 27.0 24.9 36.3 29.5 36.3 29.5Actuated g/C Ratio 0.23 0.23 0.36 0.33 0.49 0.40 0.49 0.40v/c Ratio 0.12 0.85 0.56 0.50 0.18 0.32 0.21 0.24Control Delay 25.7 44.5 26.3 18.7 11.1 14.2 11.6 17.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.7 44.5 26.3 18.7 11.1 14.2 11.6 17.6LOS CDCBBBBBApproach Delay 43.1 21.3 13.6 16.3Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 74.5Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.85Intersection Signal Delay: 22.8 Intersection LOS: CIntersection Capacity Utilization 69.0% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 695 of 876 Queues 2027 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 338 143 270 92 382 87 292v/c Ratio 0.12 0.85 0.56 0.50 0.18 0.32 0.21 0.24Control Delay 25.7 44.5 26.3 18.7 11.1 14.2 11.6 17.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.7 44.5 26.3 18.7 11.1 14.2 11.6 17.6Queue Length 50th (m) 3.3 40.5 14.2 23.6 6.8 16.1 6.5 15.8Queue Length 95th (m) 9.7 #84.2 26.6 44.1 14.0 26.7 13.6 25.0Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 260 440 254 641 527 1203 424 1196Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.11 0.77 0.56 0.42 0.17 0.32 0.21 0.24Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2027 Background AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 35 289 8 4 286 14 6 1 8 27 1 93Future Volume (vph) 35 289 8 4 286 14 6 1 8 27 1 93Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.993 0.929 0.896Flt Protected 0.950 0.950 0.980 0.989Satd. Flow (prot) 1662 1561 0 1662 1591 0 0 1403 0 0 1551 0Flt Permitted 0.950 0.950 0.980 0.989Satd. Flow (perm) 1662 1561 0 1662 1591 0 0 1403 0 0 1551 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 38 314 9 4 311 15 7 1 9 29 1 101Shared Lane Traffic (%)Lane Group Flow (vph) 38 323 0 4 326 0 0 17 0 0 131 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 39.4% ICU Level of Service AAnalysis Period (min) 15Page 696 of 876 HCM 6th TWSC 2027 Background AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 35 289 8 4 286 14 6 1 8 27 1 93Future Vol, veh/h 35 289 8 4 286 14 6 1 8 27 1 93Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 38 314 9 4 311 15 7 1 9 29 1 101 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 326 0 0 324 0 0 774 730 320 727 727 319 Stage 1 - - - - - - 396 396 - 327 327 - Stage 2 - - - - - - 378 334 - 400 400 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1245 - - 1247 - - 281 352 725 342 353 726 Stage 1 - - - - - - 572 607 - 690 651 - Stage 2 - - - - - - 585 647 - 630 605 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1245 - - 1246 - - 235 340 724 328 341 726Mov Cap-2 Maneuver - - - - - - 235 340 - 328 341 - Stage 1 - - - - - - 554 588 - 669 649 - Stage 2 - - - - - - 501 645 - 602 586 - Approach EB WB NB SBHCM Control Delay, s 0.8 0.1 14.9 13.3HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 380 1245 - - 1246 - - 567HCM Lane V/C Ratio 0.043 0.031 - - 0.003 - - 0.232HCM Control Delay (s) 14.9 8 - - 7.9 - - 13.3HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.9Lanes, Volumes, Timings 2027 Background AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 12 309 270 13 32 33Future Volume (vph) 12 309 270 13 32 33Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.932Flt Protected 0.950 0.976Satd. Flow (prot) 1250 1577 1613 0 1270 0Flt Permitted 0.950 0.976Satd. Flow (perm) 1250 1577 1613 0 1270 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 13 336 293 14 35 36Shared Lane Traffic (%)Lane Group Flow (vph) 13 336 307 0 71 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 28.4% ICU Level of Service AAnalysis Period (min) 15Page 697 of 876 HCM 6th TWSC 2027 Background AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.4Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 12 309 270 13 32 33Future Vol, veh/h 12 309 270 13 32 33Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 13 336 293 14 35 36 Major/Minor Major1 Major2 Minor2Conflicting Flow All 307 0 - 0 662 300 Stage 1 - - - - 300 - Stage 2 - - - - 362 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 1097 - - - 430 640 Stage 1 - - - - 756 - Stage 2 - - - - 709 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1097 - - - 425 640Mov Cap-2 Maneuver - - - - 425 - Stage 1 - - - - 747 - Stage 2 - - - - 709 - Approach EB WB SBHCM Control Delay, s 0.3 0 13.2HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1097 - - - 512HCM Lane V/C Ratio 0.012 - - - 0.138HCM Control Delay (s) 8.3 - - - 13.2HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.5Lanes, Volumes, Timings 2027 Background AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 22 293 9 8 204790518053Future Volume (vph) 22 293 9 8 204790518053Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.995 0.995 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1587 0 1662 1616 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1587 0 1662 1616 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 24 318 10 9 222 8 10 0 5 20 0 58Shared Lane Traffic (%)Lane Group Flow (vph) 24 328 0 9 230 0 0 15 0 20 58 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.1% ICU Level of Service AAnalysis Period (min) 15Page 698 of 876 HCM 6th TWSC 2027 Background AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2229398204790518053Future Vol, veh/h 22 293 9 8 204790518053Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 24 318 10 9 222 8 10 0 5 20 0 58 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 230 0 0 330 0 0 647 621 325 618 622 227 Stage 1 - - - - - - 373 373 - 244 244 - Stage 2 - - - - - - 274 248 - 374 378 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1350 - - 1241 - - 372 406 721 404 405 817 Stage 1 - - - - - - 630 622 - 764 708 - Stage 2 - - - - - - 713 705 - 651 619 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1350 - - 1239 - - 338 395 720 393 394 816Mov Cap-2 Maneuver - - - - - - 338 395 - 393 394 - Stage 1 - - - - - - 618 610 - 750 703 - Stage 2 - - - - - - 657 700 - 635 607 - Approach EB WB NB SBHCM Control Delay, s 0.5 0.3 14 10.9HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 417 1350 - - 1239 - - 393 816HCM Lane V/C Ratio 0.036 0.018 - - 0.007 - - 0.05 0.071HCM Control Delay (s) 14 7.7 - - 7.9 - - 14.6 9.7HCM Lane LOS B A - - A - - B AHCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.2 0.2Lanes, Volumes, Timings 2027 Background AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 114 185 77 83 4 127 65 45 3 62 22Future Volume (vph) 14 114 185 77 83 4 127 65 45 3 62 22Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.907 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1458 0 1614 1601 0 1614 1478 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1458 0 1614 1601 0 1614 1478 0 0 1637 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 15 124 201 84 90 4 138 71 49 3 67 24Shared Lane Traffic (%)Lane Group Flow (vph) 15 325 0 84 94 0 138 120 0 0 70 24Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 47.8% ICU Level of Service AAnalysis Period (min) 15Page 699 of 876 HCM 6th AWSC 2027 Background AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 11.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 14 114 185 77 83 4 127 65 45 3 62 22Future Vol, veh/h 14 114 185 77 83 4 127 65 45 3 62 22Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 15 124 201 84 90 4 138 71 49 3 67 24Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 13.5 10.3 11.1 9.8HCM LOSBBBA Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, % 0% 59% 0% 38% 0% 95% 95% 0%Vol Right, % 0% 41% 0% 62% 0% 5% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 127 110 14 299 77 87 65 22LT Vol 127 0 14 0 77 0 3 0Through Vol 0 65 0 114 0 83 62 0RT Vol 0 45 0 185 0 4 0 22Lane Flow Rate 138 120 15 325 84 95 71 24Geometry Grp77777777Degree of Util (X) 0.256 0.201 0.029 0.499 0.153 0.162 0.127 0.039Departure Headway (Hd) 6.686 6.045 6.918 5.528 6.6 6.164 6.449 5.835Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 537 594 518 653 543 582 555 613Service Time 4.423 3.781 4.654 3.264 4.342 3.906 4.194 3.58HCM Lane V/C Ratio 0.257 0.202 0.029 0.498 0.155 0.163 0.128 0.039HCM Control Delay 11.7 10.3 9.9 13.7 10.5 10.1 10.1 8.8HCM Lane LOSBBABBBBAHCM 95th-tile Q 1 0.7 0.1 2.8 0.5 0.6 0.4 0.1Page 700 of 876 Lanes, Volumes, Timings 2027 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 116 115 133 129 137 159 367 166 162 399 41Future Volume (vph) 29 116 115 133 129 137 159 367 166 162 399 41Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.925 0.923 0.953 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1503 0 1554 1516 0 1646 2942 0 1498 3101 0Flt Permitted 0.583 0.351 0.455 0.384Satd. Flow (perm) 945 1503 0 574 1516 0 788 2942 0 605 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 59 75 101 15Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 32 126 125 145 140 149 173 399 180 176 434 45Shared Lane Traffic (%)Lane Group Flow (vph) 32 251 0 145 289 0 173 579 0 176 479 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 14.9 14.9 26.9 24.9 37.1 28.8 37.1 28.8Actuated g/C Ratio 0.20 0.20 0.35 0.33 0.49 0.38 0.49 0.38v/c Ratio 0.17 0.74 0.52 0.53 0.38 0.49 0.48 0.40Control Delay 27.2 35.2 24.6 18.8 12.9 16.9 15.6 18.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.2 35.2 24.6 18.8 12.9 16.9 15.6 18.6LOS CDCBBBBBApproach Delay 34.3 20.7 16.0 17.8Approach LOS C C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.74Intersection Signal Delay: 20.0 Intersection LOS: BIntersection Capacity Utilization 73.1% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 701 of 876 Queues 2027 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 251 145 289 173 579 176 479v/c Ratio 0.17 0.74 0.52 0.53 0.38 0.49 0.48 0.40Control Delay 27.2 35.2 24.6 18.8 12.9 16.9 15.6 18.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.2 35.2 24.6 18.8 12.9 16.9 15.6 18.6Queue Length 50th (m) 3.9 25.9 14.5 23.9 11.9 26.6 12.3 25.2Queue Length 95th (m) 10.9 49.5 27.1 45.7 24.2 43.9 25.1 40.2Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 236 420 280 626 452 1176 365 1183Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.60 0.52 0.46 0.38 0.49 0.48 0.40Intersection SummaryLanes, Volumes, Timings 2027 Background PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 91 336 15 6 323 26 18 1 12 24 0 50Future Volume (vph) 91 336 15 6 323 26 18 1 12 24 0 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.989 0.948 0.909Flt Protected 0.950 0.950 0.971 0.984Satd. Flow (prot) 1614 1580 0 1662 1640 0 0 1611 0 0 1565 0Flt Permitted 0.950 0.950 0.971 0.984Satd. Flow (perm) 1614 1580 0 1662 1640 0 0 1611 0 0 1565 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 99 365 16 7 351 28 20 1 13 26 0 54Shared Lane Traffic (%)Lane Group Flow (vph) 99 381 0 7 379 0 0 34 0 0 80 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 40.7% ICU Level of Service AAnalysis Period (min) 15Page 702 of 876 HCM 6th TWSC 2027 Background PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 91 336 15 6 323 26 18 1 12 24 0 50Future Vol, veh/h 91 336 15 6 323 26 18 1 12 24 0 50Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 99 365 16 7 351 28 20 1 13 26 0 54 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 379 0 0 381 0 0 977 964 373 957 958 365 Stage 1 - - - - - - 571 571 - 379 379 - Stage 2 - - - - - - 406 393 - 578 579 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1174 - - 1189 - - 232 257 678 239 259 685 Stage 1 - - - - - - 509 508 - 647 618 - Stage 2 - - - - - - 626 609 - 505 504 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1174 - - 1189 - - 199 234 678 217 236 685Mov Cap-2 Maneuver - - - - - - 199 234 - 217 236 - Stage 1 - - - - - - 466 465 - 593 614 - Stage 2 - - - - - - 573 605 - 452 462 - Approach EB WB NB SBHCM Control Delay, s 1.7 0.1 19.8 16.1HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 276 1174 - - 1189 - - 403HCM Lane V/C Ratio 0.122 0.084 - - 0.005 - - 0.2HCM Control Delay (s) 19.8 8.3 - - 8 - - 16.1HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.4 0.3 - - 0 - - 0.7Lanes, Volumes, Timings 2027 Background PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 36 329 339 38 23 24Future Volume (vph) 36 329 339 38 23 24Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.986 0.931Flt Protected 0.950 0.976Satd. Flow (prot) 1196 1577 1610 0 1125 0Flt Permitted 0.950 0.976Satd. Flow (perm) 1196 1577 1610 0 1125 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 39 358 368 41 25 26Shared Lane Traffic (%)Lane Group Flow (vph) 39 358 409 0 51 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 38.5% ICU Level of Service AAnalysis Period (min) 15Page 703 of 876 HCM 6th TWSC 2027 Background PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.3Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 36 329 339 38 23 24Future Vol, veh/h 36 329 339 38 23 24Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 39 358 368 41 25 26 Major/Minor Major1 Major2 Minor2Conflicting Flow All 409 0 - 0 825 389 Stage 1 - - - - 389 - Stage 2 - - - - 436 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 976 - - - 313 554 Stage 1 - - - - 638 - Stage 2 - - - - 606 -Platoon blocked, % - - -Mov Cap-1 Maneuver 976 - - - 300 554Mov Cap-2 Maneuver - - - - 300 - Stage 1 - - - - 612 - Stage 2 - - - - 606 - Approach EB WB SBHCM Control Delay, s 0.9 0 15.6HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 976 - - - 392HCM Lane V/C Ratio 0.04 - - - 0.13HCM Control Delay (s) 8.8 - - - 15.6HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.4Lanes, Volumes, Timings 2027 Background PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 55 272 6 5 317 18 16 0 10 12 0 38Future Volume (vph) 55 272 6 5 317 18 16 0 10 12 0 38Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.992 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1548 0 1662 1614 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1548 0 1662 1614 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 60 296 7 5 345 20 17 0 11 13 0 41Shared Lane Traffic (%)Lane Group Flow (vph) 60 303 0 5 365 0 0 28 0 13 41 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 40.9% ICU Level of Service AAnalysis Period (min) 15Page 704 of 876 HCM 6th TWSC 2027 Background PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 55 272 6 5 317 18 16 0 10 12 0 38Future Vol, veh/h 55 272 6 5 317 18 16 0 10 12 0 38Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 60 296 7 5 345 20 17 0 11 13 0 41 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 365 0 0 303 0 0 806 795 300 790 788 355 Stage 1 - - - - - - 420 420 - 365 365 - Stage 2 - - - - - - 386 375 - 425 423 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1205 - - 1269 - - 303 323 744 310 326 693 Stage 1 - - - - - - 615 593 - 658 627 - Stage 2 - - - - - - 641 621 - 611 591 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1205 - - 1269 - - 273 306 744 293 308 693Mov Cap-2 Maneuver - - - - - - 273 306 - 293 308 - Stage 1 - - - - - - 584 563 - 625 624 - Stage 2 - - - - - - 600 619 - 572 561 - Approach EB WB NB SBHCM Control Delay, s 1.3 0.1 15.8 12.3HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 361 1205 - - 1269 - - 293 693HCM Lane V/C Ratio 0.078 0.05 - - 0.004 - - 0.045 0.06HCM Control Delay (s) 15.8 8.1 - - 7.8 - - 17.9 10.5HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.1 0.2Lanes, Volumes, Timings 2027 Background PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 16 101 174 102 95 1 190 125 110 8 84 27Future Volume (vph) 16 101 174 102 95 1 190 125 110 8 84 27Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.905 0.999 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1507 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1507 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 17 110 189 111 103 1 207 136 120 9 91 29Shared Lane Traffic (%)Lane Group Flow (vph) 17 299 0 111 104 0 207 256 0 0 100 29Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.6% ICU Level of Service AAnalysis Period (min) 15Page 705 of 876 HCM 6th AWSC 2027 Background PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 13.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 16 101 174 102 95 1 190 125 110 8 84 27Future Vol, veh/h 16 101 174 102 95 1 190 125 110 8 84 27Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 17 110 189 111 103 1 207 136 120 9 91 29Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 15.6 11.9 13.9 11.1HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, % 0% 53% 0% 37% 0% 99% 91% 0%Vol Right, % 0% 47% 0% 63% 0% 1% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 190 235 16 275 102 96 92 27LT Vol 190 0 16 0 102 0 8 0Through Vol 0 125 0 101 0 95 84 0RT Vol 0 110 0 174 0 1 0 27Lane Flow Rate 207 255 17 299 111 104 100 29Geometry Grp77777777Degree of Util (X) 0.4 0.433 0.035 0.524 0.229 0.2 0.198 0.052Departure Headway (Hd) 6.966 6.108 7.318 6.307 7.423 6.889 7.131 6.34Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 514 585 487 568 480 518 506 560Service Time 4.746 3.887 5.103 4.091 5.218 4.682 4.831 4.139HCM Lane V/C Ratio 0.403 0.436 0.035 0.526 0.231 0.201 0.198 0.052HCM Control Delay 14.4 13.5 10.4 15.9 12.4 11.4 11.6 9.5HCM Lane LOS B B B CBBBAHCM 95th-tile Q 1.9 2.2 0.1 3 0.9 0.7 0.7 0.2Page 706 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix F 2027 Total Traffic Operations Reports Page 707 of 876 Lanes, Volumes, Timings 2027 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 163 158 177 163 157 85 246 123 97 257 12Future Volume (vph) 26 163 158 177 163 157 85 246 123 97 257 12Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.926 0.926 0.950 0.993Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1511 0 1614 1499 0 1614 2886 0 1385 3014 0Flt Permitted 0.552 0.238 0.573 0.513Satd. Flow (perm) 928 1511 0 404 1499 0 974 2886 0 747 3014 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 57 68 122 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 28 177 172 192 177 171 92 267 134 105 279 13Shared Lane Traffic (%)Lane Group Flow (vph) 28 349 0 192 348 0 92 401 0 105 292 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.8 17.8 29.8 27.8 35.8 28.9 35.8 28.9Actuated g/C Ratio 0.23 0.23 0.39 0.36 0.47 0.38 0.47 0.38v/c Ratio 0.13 0.89 0.76 0.59 0.18 0.35 0.26 0.26Control Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0LOS C D D C B B B BApproach Delay 49.1 28.0 13.1 16.5Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76.8Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.89Intersection Signal Delay: 25.8 Intersection LOS: CIntersection Capacity Utilization 73.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 708 of 876 Queues 2027 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 28 349 192 348 92 401 105 292v/c Ratio 0.13 0.89 0.76 0.59 0.18 0.35 0.26 0.26Control Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 50.9 40.4 21.2 11.2 13.5 12.4 18.0Queue Length 50th (m) 3.4 43.2 19.8 33.6 6.8 15.5 7.9 15.8Queue Length 95th (m) 9.8 #89.4 #46.7 60.1 14.0 26.3 15.9 25.0Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 231 419 252 612 504 1162 398 1138Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.12 0.83 0.76 0.57 0.18 0.35 0.26 0.26Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2027 Total AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 35 333 8 4 403 14 6 1 8 27 1 93Future Volume (vph) 35 333 8 4 403 14 6 1 8 27 1 93Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.995 0.929 0.896Flt Protected 0.950 0.950 0.980 0.989Satd. Flow (prot) 1662 1560 0 1662 1595 0 0 1403 0 0 1551 0Flt Permitted 0.950 0.950 0.980 0.989Satd. Flow (perm) 1662 1560 0 1662 1595 0 0 1403 0 0 1551 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 38 362 9 4 438 15 7 1 9 29 1 101Shared Lane Traffic (%)Lane Group Flow (vph) 38 371 0 4 453 0 0 17 0 0 131 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 46.1% ICU Level of Service AAnalysis Period (min) 15Page 709 of 876 HCM 6th TWSC 2027 Total AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.7Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 35 333 8 4 403 14 6 1 8 27 1 93Future Vol, veh/h 35 333 8 4 403 14 6 1 8 27 1 93Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 38 362 9 4 438 15 7 1 9 29 1 101 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 453 0 0 372 0 0 949 905 368 902 902 446 Stage 1 - - - - - - 444 444 - 454 454 - Stage 2 - - - - - - 505 461 - 448 448 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1118 - - 1198 - - 212 278 682 261 280 617 Stage 1 - - - - - - 537 579 - 589 573 - Stage 2 - - - - - - 496 569 - 594 576 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1118 - - 1197 - - 172 267 681 250 269 617Mov Cap-2 Maneuver - - - - - - 172 267 - 250 269 - Stage 1 - - - - - - 518 559 - 569 571 - Stage 2 - - - - - - 413 567 - 565 556 - Approach EB WB NB SBHCM Control Delay, s 0.8 0.1 17.8 15.9HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 298 1118 - - 1197 - - 461HCM Lane V/C Ratio 0.055 0.034 - - 0.004 - - 0.285HCM Control Delay (s) 17.8 8.3 - - 8 - - 15.9HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.2Lanes, Volumes, Timings 2027 Total AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 16 349 375 15 38 45Future Volume (vph) 16 349 375 15 38 45Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.926Flt Protected 0.950 0.978Satd. Flow (prot) 1250 1577 1617 0 1246 0Flt Permitted 0.950 0.978Satd. Flow (perm) 1250 1577 1617 0 1246 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 17 379 408 16 41 49Shared Lane Traffic (%)Lane Group Flow (vph) 17 379 424 0 90 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.4% ICU Level of Service AAnalysis Period (min) 15Page 710 of 876 HCM 6th TWSC 2027 Total AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.7Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 16 349 375 15 38 45Future Vol, veh/h 16 349 375 15 38 45Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 17 379 408 16 41 49 Major/Minor Major1 Major2 Minor2Conflicting Flow All 424 0 - 0 829 416 Stage 1 - - - - 416 - Stage 2 - - - - 413 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 988 - - - 343 545 Stage 1 - - - - 670 - Stage 2 - - - - 672 -Platoon blocked, % - - -Mov Cap-1 Maneuver 988 - - - 337 545Mov Cap-2 Maneuver - - - - 337 - Stage 1 - - - - 659 - Stage 2 - - - - 672 - Approach EB WB SBHCM Control Delay, s 0.4 0 15.7HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 988 - - - 425HCM Lane V/C Ratio 0.018 - - - 0.212HCM Control Delay (s) 8.7 - - - 15.7HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.8Lanes, Volumes, Timings 2027 Total AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 62 299 9 8 206 28 9 0 5 75 0 158Future Volume (vph) 62 299 9 8 206 28 9 0 5 75 0 158Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.982 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1589 0 1662 1605 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1589 0 1662 1605 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 67 325 10 9 224 30 10 0 5 82 0 172Shared Lane Traffic (%)Lane Group Flow (vph) 67 335 0 9 254 0 0 15 0 82 172 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.8% ICU Level of Service AAnalysis Period (min) 15Page 711 of 876 HCM 6th TWSC 2027 Total AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 4.6Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 62 299 9 8 206 28 9 0 5 75 0 158Future Vol, veh/h 62 299 9 8 206 28 9 0 5 75 0 158Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 67 325 10 9 224 30 10 0 5 82 0 172 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 254 0 0 337 0 0 810 738 332 724 728 240 Stage 1 - - - - - - 466 466 - 257 257 - Stage 2 - - - - - - 344 272 - 467 471 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1323 - - 1234 - - 288 348 714 344 353 804 Stage 1 - - - - - - 560 566 - 752 699 - Stage 2 - - - - - - 653 688 - 580 563 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1323 - - 1232 - - 216 327 713 326 332 803Mov Cap-2 Maneuver - - - - - - 216 327 - 326 332 - Stage 1 - - - - - - 531 536 - 714 694 - Stage 2 - - - - - - 509 683 - 546 533 - Approach EB WB NB SBHCM Control Delay, s 1.3 0.3 18.2 13.6HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 288 1323 - - 1232 - - 326 803HCM Lane V/C Ratio 0.053 0.051 - - 0.007 - - 0.25 0.214HCM Control Delay (s) 18.2 7.9 - - 7.9 - - 19.7 10.7HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1 0.8Lanes, Volumes, Timings 2027 Total AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 23 141 212 77 93 4 137 65 45 3 62 25Future Volume (vph) 23 141 212 77 93 4 137 65 45 3 62 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.910 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.998Satd. Flow (prot) 1250 1464 0 1614 1601 0 1614 1478 0 0 1637 1200Flt Permitted 0.950 0.950 0.950 0.998Satd. Flow (perm) 1250 1464 0 1614 1601 0 1614 1478 0 0 1637 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 25 153 230 84 101 4 149 71 49 3 67 27Shared Lane Traffic (%)Lane Group Flow (vph) 25 383 0 84 105 0 149 120 0 0 70 27Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.7% ICU Level of Service AAnalysis Period (min) 15Page 712 of 876 HCM 6th AWSC 2027 Total AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 13.2Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 23 141 212 77 93 4 137 65 45 3 62 25Future Vol, veh/h 23 141 212 77 93 4 137 65 45 3 62 25Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 25 153 230 84 101 4 149 71 49 3 67 27Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 16.2 10.7 11.7 10.1HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 5% 0%Vol Thru, % 0% 59% 0% 40% 0% 96% 95% 0%Vol Right, % 0% 41% 0% 60% 0% 4% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 137 110 23 353 77 97 65 25LT Vol 137 0 23 0 77 0 3 0Through Vol 0 65 0 141 0 93 62 0RT Vol 0 45 0 212 0 4 0 25Lane Flow Rate 149 120 25 384 84 105 71 27Geometry Grp77777777Degree of Util (X) 0.287 0.209 0.049 0.602 0.158 0.186 0.132 0.046Departure Headway (Hd) 6.941 6.298 7.028 5.65 6.801 6.367 6.747 6.131Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 517 569 510 637 526 562 530 582Service Time 4.69 4.047 4.769 3.391 4.553 4.119 4.509 3.893HCM Lane V/C Ratio 0.288 0.211 0.049 0.603 0.16 0.187 0.134 0.046HCM Control Delay 12.5 10.7 10.1 16.6 10.8 10.6 10.5 9.2HCM Lane LOS B B B CBBBAHCM 95th-tile Q 1.2 0.8 0.2 4 0.6 0.7 0.5 0.1Page 713 of 876 Lanes, Volumes, Timings 2027 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 144 115 164 147 168 159 367 212 207 399 41Future Volume (vph) 29 144 115 164 147 168 159 367 212 207 399 41Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.934 0.920 0.945 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1509 0 1554 1509 0 1646 2913 0 1498 3101 0Flt Permitted 0.555 0.314 0.452 0.347Satd. Flow (perm) 899 1509 0 513 1509 0 783 2913 0 547 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 47 81 160 15Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 850.3Travel Time (s) 17.4 12.8 15.8 43.7Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 32 157 125 178 160 183 173 399 230 225 434 45Shared Lane Traffic (%)Lane Group Flow (vph) 32 282 0 178 343 0 173 629 0 225 479 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2027 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 16.0 16.0 28.1 26.1 37.1 28.8 37.1 28.8Actuated g/C Ratio 0.21 0.21 0.36 0.34 0.48 0.37 0.48 0.37v/c Ratio 0.17 0.81 0.67 0.61 0.39 0.53 0.67 0.41Control Delay 27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2LOS C D C C B B C BApproach Delay 40.9 24.8 15.6 20.8Approach LOS D C B CIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 77.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.81Intersection Signal Delay: 22.6 Intersection LOS: CIntersection Capacity Utilization 78.9% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 714 of 876 Queues 2027 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 282 178 343 173 629 225 479v/c Ratio 0.17 0.81 0.67 0.61 0.39 0.53 0.67 0.41Control Delay 27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.0 42.5 31.9 21.0 13.4 16.2 24.3 19.2Queue Length 50th (m) 3.9 32.8 18.3 30.9 13.1 28.2 18.0 27.0Queue Length 95th (m) 10.9 #65.8 #35.8 56.5 24.2 44.3 #37.3 40.2Internal Link Dist (m) 266.3 188.5 239.2 826.3Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 221 407 267 618 443 1186 337 1165Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.69 0.67 0.56 0.39 0.53 0.67 0.41Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2027 Total PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 91 455 15 6 403 26 18 1 12 24 0 50Future Volume (vph) 91 455 15 6 403 26 18 1 12 24 0 50Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.991 0.948 0.909Flt Protected 0.950 0.950 0.971 0.984Satd. Flow (prot) 1614 1582 0 1662 1642 0 0 1611 0 0 1565 0Flt Permitted 0.950 0.950 0.971 0.984Satd. Flow (perm) 1614 1582 0 1662 1642 0 0 1611 0 0 1565 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 99 495 16 7 438 28 20 1 13 26 0 54Shared Lane Traffic (%)Lane Group Flow (vph) 99 511 0 7 466 0 0 34 0 0 80 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 45.4% ICU Level of Service AAnalysis Period (min) 15Page 715 of 876 HCM 6th TWSC 2027 Total PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 91 455 15 6 403 26 18 1 12 24 0 50Future Vol, veh/h 91 455 15 6 403 26 18 1 12 24 0 50Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 99 495 16 7 438 28 20 1 13 26 0 54 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 466 0 0 511 0 0 1194 1181 503 1174 1175 452 Stage 1 - - - - - - 701 701 - 466 466 - Stage 2 - - - - - - 493 480 - 708 709 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1090 - - 1065 - - 165 192 573 170 193 612 Stage 1 - - - - - - 433 444 - 581 566 - Stage 2 - - - - - - 562 558 - 429 440 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1090 - - 1065 - - 139 173 573 153 174 612Mov Cap-2 Maneuver - - - - - - 139 173 - 153 174 - Stage 1 - - - - - - 394 404 - 528 562 - Stage 2 - - - - - - 509 554 - 380 400 - Approach EB WB NB SBHCM Control Delay, s 1.4 0.1 26.9 20.6HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 198 1090 - - 1065 - - 310HCM Lane V/C Ratio 0.17 0.091 - - 0.006 - - 0.259HCM Control Delay (s) 26.9 8.6 - - 8.4 - - 20.6HCM Lane LOS D A - - A - - CHCM 95th %tile Q(veh) 0.6 0.3 - - 0 - - 1Lanes, Volumes, Timings 2027 Total PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 48 436 411 44 27 32Future Volume (vph) 48 436 411 44 27 32Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.987 0.926Flt Protected 0.950 0.978Satd. Flow (prot) 1196 1577 1611 0 1112 0Flt Permitted 0.950 0.978Satd. Flow (perm) 1196 1577 1611 0 1112 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 52 474 447 48 29 35Shared Lane Traffic (%)Lane Group Flow (vph) 52 474 495 0 64 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.5% ICU Level of Service AAnalysis Period (min) 15Page 716 of 876 HCM 6th TWSC 2027 Total PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.6Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 48 436 411 44 27 32Future Vol, veh/h 48 436 411 44 27 32Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 52 474 447 48 29 35 Major/Minor Major1 Major2 Minor2Conflicting Flow All 495 0 - 0 1049 471 Stage 1 - - - - 471 - Stage 2 - - - - 578 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 902 - - - 228 495 Stage 1 - - - - 583 - Stage 2 - - - - 518 -Platoon blocked, % - - -Mov Cap-1 Maneuver 902 - - - 215 495Mov Cap-2 Maneuver - - - - 215 - Stage 1 - - - - 549 - Stage 2 - - - - 518 - Approach EB WB SBHCM Control Delay, s 0.9 0 19.6HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 902 - - - 310HCM Lane V/C Ratio 0.058 - - - 0.207HCM Control Delay (s) 9.2 - - - 19.6HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.2 - - - 0.8Lanes, Volumes, Timings 2027 Total PM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 162 276 6 5 323 77 16 0 10 50 0 110Future Volume (vph) 162 276 6 5 323 77 16 0 10 50 0 110Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.971 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1548 0 1662 1596 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1548 0 1662 1596 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 176 300 7 5 351 84 17 0 11 54 0 120Shared Lane Traffic (%)Lane Group Flow (vph) 176 307 0 5 435 0 0 28 0 54 120 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 51.6% ICU Level of Service AAnalysis Period (min) 15Page 717 of 876 HCM 6th TWSC 2027 Total PM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 162 276 6 5 323 77 16 0 10 50 0 110Future Vol, veh/h 162 276 6 5 323 77 16 0 10 50 0 110Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 176 300 7 5 351 84 17 0 11 54 0 120 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 435 0 0 307 0 0 1119 1101 304 1064 1062 393 Stage 1 - - - - - - 656 656 - 403 403 - Stage 2 - - - - - - 463 445 - 661 659 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1135 - - 1265 - - 186 214 740 202 225 660 Stage 1 - - - - - - 458 465 - 628 603 - Stage 2 - - - - - - 583 578 - 455 464 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1135 - - 1265 - - 134 180 740 175 189 660Mov Cap-2 Maneuver - - - - - - 134 180 - 175 189 - Stage 1 - - - - - - 387 393 - 531 601 - Stage 2 - - - - - - 475 576 - 379 392 - Approach EB WB NB SBHCM Control Delay, s 3.2 0.1 26.4 18.9HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 196 1135 - - 1265 - - 175 660HCM Lane V/C Ratio 0.144 0.155 - - 0.004 - - 0.311 0.181HCM Control Delay (s) 26.4 8.8 - - 7.9 - - 34.6 11.7HCM Lane LOS D A - - A - - D BHCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 1.2 0.7Lanes, Volumes, Timings 2027 Total PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 22 119 192 102 123 1 218 125 110 8 84 36Future Volume (vph) 22 119 192 102 123 1 218 125 110 8 84 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.907 0.999 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1510 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1510 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 24 129 209 111 134 1 237 136 120 9 91 39Shared Lane Traffic (%)Lane Group Flow (vph) 24 338 0 111 135 0 237 256 0 0 100 39Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 55.5% ICU Level of Service BAnalysis Period (min) 15Page 718 of 876 HCM 6th AWSC 2027 Total PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 15.8Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 22 119 192 102 123 1 218 125 110 8 84 36Future Vol, veh/h 22 119 192 102 123 1 218 125 110 8 84 36Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 24 129 209 111 134 1 237 136 120 9 91 39Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 19.3 12.9 15.8 11.7HCM LOS C B C B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, % 0% 53% 0% 38% 0% 99% 91% 0%Vol Right, % 0% 47% 0% 62% 0% 1% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 218 235 22 311 102 124 92 36LT Vol 218 0 22 0 102 0 8 0Through Vol 0 125 0 119 0 123 84 0RT Vol 0 110 0 192 0 1 0 36Lane Flow Rate 237 255 24 338 111 135 100 39Geometry Grp77777777Degree of Util (X) 0.485 0.462 0.051 0.625 0.241 0.273 0.21 0.075Departure Headway (Hd) 7.372 6.511 7.665 6.661 7.827 7.291 7.552 6.857Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 491 554 468 544 459 493 475 522Service Time 5.107 4.246 5.401 4.397 5.568 5.032 5.296 4.602HCM Lane V/C Ratio 0.483 0.46 0.051 0.621 0.242 0.274 0.211 0.075HCM Control Delay 16.9 14.7 10.8 19.9 13 12.8 12.3 10.2HCM Lane LOS C B B CBBBBHCM 95th-tile Q 2.6 2.4 0.2 4.3 0.9 1.1 0.8 0.2Page 719 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix G 2032 Background Traffic Operations Reports Page 720 of 876 Lanes, Volumes, Timings 2032 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 167 174 131 147 98 94 276 111 78 294 13Future Volume (vph) 29 167 174 131 147 98 94 276 111 78 294 13Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 0.99 0.99 1.00Frt 0.924 0.940 0.957 0.994Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1509 0 1614 1538 0 1614 2901 0 1385 3016 0Flt Permitted 0.595 0.213 0.550 0.495Satd. Flow (perm) 1001 1509 0 362 1538 0 934 2901 0 721 3016 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 61 47 84 6Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 32 182 189 142 160 107 102 300 121 85 320 14Shared Lane Traffic (%)Lane Group Flow (vph) 32 371 0 142 267 0 102 421 0 85 334 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2032 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 18.3 18.3 30.4 28.3 35.8 28.9 35.8 28.9Actuated g/C Ratio 0.24 0.24 0.39 0.37 0.46 0.37 0.46 0.37v/c Ratio 0.14 0.92 0.59 0.45 0.21 0.37 0.22 0.30Control Delay 25.9 55.8 28.3 18.6 11.5 15.7 11.9 18.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 55.8 28.3 18.6 11.5 15.7 11.9 18.5LOS CECBBBBBApproach Delay 53.4 21.9 14.9 17.1Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 77.3Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.92Intersection Signal Delay: 25.9 Intersection LOS: CIntersection Capacity Utilization 70.6% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 721 of 876 Queues 2032 Background AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 371 142 267 102 421 85 334v/c Ratio 0.14 0.92 0.59 0.45 0.21 0.37 0.22 0.30Control Delay 25.9 55.8 28.3 18.6 11.5 15.7 11.9 18.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 25.9 55.8 28.3 18.6 11.5 15.7 11.9 18.5Queue Length 50th (m) 3.9 46.8 14.1 24.6 7.6 19.2 6.3 18.5Queue Length 95th (m) 10.8 #97.1 #28.5 44.9 15.2 30.6 13.3 28.5Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 247 418 240 609 485 1135 386 1129Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.13 0.89 0.59 0.44 0.21 0.37 0.22 0.30Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2032 Background AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 313 8 4 298 14 6 1 8 27 1 71Future Volume (vph) 26 313 8 4 298 14 6 1 8 27 1 71Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.993 0.929 0.903Flt Protected 0.950 0.950 0.980 0.987Satd. Flow (prot) 1662 1561 0 1662 1591 0 0 1403 0 0 1560 0Flt Permitted 0.950 0.950 0.980 0.987Satd. Flow (perm) 1662 1561 0 1662 1591 0 0 1403 0 0 1560 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 28 340 9 4 324 15 7 1 9 29 1 77Shared Lane Traffic (%)Lane Group Flow (vph) 28 349 0 4 339 0 0 17 0 0 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 37.6% ICU Level of Service AAnalysis Period (min) 15Page 722 of 876 HCM 6th TWSC 2032 Background AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 26 313 8 4 298 14 6 1 8 27 1 71Future Vol, veh/h 26 313 8 4 298 14 6 1 8 27 1 71Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 28 340 9 4 324 15 7 1 9 29 1 77 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 339 0 0 350 0 0 781 749 346 746 746 332 Stage 1 - - - - - - 402 402 - 340 340 - Stage 2 - - - - - - 379 347 - 406 406 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1231 - - 1220 - - 278 343 702 332 344 714 Stage 1 - - - - - - 567 604 - 679 643 - Stage 2 - - - - - - 585 638 - 626 601 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1231 - - 1219 - - 242 334 701 321 335 714Mov Cap-2 Maneuver - - - - - - 242 334 - 321 335 - Stage 1 - - - - - - 553 590 - 663 641 - Stage 2 - - - - - - 519 636 - 603 587 - Approach EB WB NB SBHCM Control Delay, s 0.6 0.1 14.8 13.5HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 383 1231 - - 1219 - - 531HCM Lane V/C Ratio 0.043 0.023 - - 0.004 - - 0.203HCM Control Delay (s) 14.8 8 - - 8 - - 13.5HCM Lane LOS B A - - A - - BHCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.8Lanes, Volumes, Timings 2032 Background AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 9 338 292 13 32 24Future Volume (vph) 9 338 292 13 32 24Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.942Flt Protected 0.950 0.972Satd. Flow (prot) 1250 1577 1614 0 1321 0Flt Permitted 0.950 0.972Satd. Flow (perm) 1250 1577 1614 0 1321 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 10 367 317 14 35 26Shared Lane Traffic (%)Lane Group Flow (vph) 10 367 331 0 61 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.5% ICU Level of Service AAnalysis Period (min) 15Page 723 of 876 HCM 6th TWSC 2032 Background AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.2Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 9 338 292 13 32 24Future Vol, veh/h 9 338 292 13 32 24Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 10 367 317 14 35 26 Major/Minor Major1 Major2 Minor2Conflicting Flow All 331 0 - 0 711 324 Stage 1 - - - - 324 - Stage 2 - - - - 387 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 1074 - - - 403 619 Stage 1 - - - - 738 - Stage 2 - - - - 691 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1074 - - - 399 619Mov Cap-2 Maneuver - - - - 399 - Stage 1 - - - - 731 - Stage 2 - - - - 691 - Approach EB WB SBHCM Control Delay, s 0.2 0 13.8HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 1074 - - - 471HCM Lane V/C Ratio 0.009 - - - 0.129HCM Control Delay (s) 8.4 - - - 13.8HCM Lane LOS A - - - BHCM 95th %tile Q(veh) 0 - - - 0.4Lanes, Volumes, Timings 2032 Background AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 22 320 9 8 223790518053Future Volume (vph) 22 320 9 8 223790518053Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.995 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1589 0 1662 1616 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1589 0 1662 1616 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 24 348 10 9 242 8 10 0 5 20 0 58Shared Lane Traffic (%)Lane Group Flow (vph) 24 358 0 9 250 0 0 15 0 20 58 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.1% ICU Level of Service AAnalysis Period (min) 15Page 724 of 876 HCM 6th TWSC 2032 Background AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 2232098223790518053Future Vol, veh/h 22 320 9 8 223790518053Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 24 348 10 9 242 8 10 0 5 20 0 58 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 250 0 0 360 0 0 697 671 355 668 672 247 Stage 1 - - - - - - 403 403 - 264 264 - Stage 2 - - - - - - 294 268 - 404 408 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1327 - - 1210 - - 344 380 693 375 380 797 Stage 1 - - - - - - 606 603 - 746 694 - Stage 2 - - - - - - 695 691 - 627 600 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1327 - - 1208 - - 312 370 692 365 370 796Mov Cap-2 Maneuver - - - - - - 312 370 - 365 370 - Stage 1 - - - - - - 594 591 - 733 689 - Stage 2 - - - - - - 639 686 - 611 588 - Approach EB WB NB SBHCM Control Delay, s 0.5 0.3 14.7 11.3HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 388 1327 - - 1208 - - 365 796HCM Lane V/C Ratio 0.039 0.018 - - 0.007 - - 0.054 0.072HCM Control Delay (s) 14.7 7.8 - - 8 - - 15.4 9.9HCM Lane LOS B A - - A - - C AHCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.2 0.2Lanes, Volumes, Timings 2032 Background AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 123 202 85 91 5 139 72 50 4 68 24Future Volume (vph) 14 123 202 85 91 5 139 72 50 4 68 24Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.907 0.993 0.939 0.850Flt Protected 0.950 0.950 0.950 0.997Satd. Flow (prot) 1250 1458 0 1614 1601 0 1614 1478 0 0 1636 1200Flt Permitted 0.950 0.950 0.950 0.997Satd. Flow (perm) 1250 1458 0 1614 1601 0 1614 1478 0 0 1636 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 15 134 220 92 99 5 151 78 54 4 74 26Shared Lane Traffic (%)Lane Group Flow (vph) 15 354 0 92 104 0 151 132 0 0 78 26Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 50.6% ICU Level of Service AAnalysis Period (min) 15Page 725 of 876 HCM 6th AWSC 2032 Background AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 12.7Intersection LOS BMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 14 123 202 85 91 5 139 72 50 4 68 24Future Vol, veh/h 14 123 202 85 91 5 139 72 50 4 68 24Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 15 134 220 92 99 5 151 78 54 4 74 26Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 15.3 10.8 11.7 10.2HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 6% 0%Vol Thru, % 0% 59% 0% 38% 0% 95% 94% 0%Vol Right, % 0% 41% 0% 62% 0% 5% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 139 122 14 325 85 96 72 24LT Vol 139 0 14 0 85 0 4 0Through Vol 0 72 0 123 0 91 68 0RT Vol 0 50 0 202 0 5 0 24Lane Flow Rate 151 133 15 353 92 104 78 26Geometry Grp77777777Degree of Util (X) 0.289 0.23 0.03 0.559 0.175 0.184 0.145 0.044Departure Headway (Hd) 6.875 6.232 7.094 5.7 6.802 6.361 6.692 6.072Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 523 576 504 632 527 562 534 587Service Time 4.626 3.983 4.841 3.447 4.559 4.117 4.455 3.835HCM Lane V/C Ratio 0.289 0.231 0.03 0.559 0.175 0.185 0.146 0.044HCM Control Delay 12.4 10.8 10.1 15.5 11 10.6 10.6 9.1HCM Lane LOS B B B CBBBAHCM 95th-tile Q 1.2 0.9 0.1 3.5 0.6 0.7 0.5 0.1Lanes, Volumes, Timings 2032 Background AM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 10 21 399 4 8 375Future Volume (vph) 10 21 399 4 8 375Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.909 0.999Flt Protected 0.984 0.999Satd. Flow (prot) 1565 0 2995 0 0 1578Flt Permitted 0.984 0.999Satd. Flow (perm) 1565 0 2995 0 0 1578Link Speed (k/h) 60 70 70Link Distance (m) 212.8 853.7 128.2Travel Time (s) 12.8 43.9 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 11% 0% 0% 11%Adj. Flow (vph) 11 23 434 4 9 408Shared Lane Traffic (%)Lane Group Flow (vph) 34 0 438 0 0 417Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 38.4% ICU Level of Service AAnalysis Period (min) 15Page 726 of 876 HCM 6th TWSC 2032 Background AM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.6Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 10 21 399 4 8 375Future Vol, veh/h 10 21 399 4 8 375Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 11 0 0 11Mvmt Flow 11 23 434 4 9 408 Major/Minor Minor1 Major1 Major2Conflicting Flow All 862 219 0 0 438 0 Stage 1 436 - - - - - Stage 2 426 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 313 791 - - 1133 - Stage 1 625 - - - - - Stage 2 663 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 310 791 - - 1133 -Mov Cap-2 Maneuver 310 - - - - - Stage 1 625 - - - - - Stage 2 656 - - - - - Approach WB NB SBHCM Control Delay, s 12.3 0 0.2HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 527 1133 -HCM Lane V/C Ratio - - 0.064 0.008 -HCM Control Delay (s) - - 12.3 8.2 0HCM Lane LOS - - B A AHCM 95th %tile Q(veh) - - 0.2 0 -Lanes, Volumes, Timings 2032 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 125 127 136 139 135 176 415 167 154 447 45Future Volume (vph) 32 125 127 136 139 135 176 415 167 154 447 45Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.924 0.926 0.957 0.986Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1502 0 1554 1522 0 1646 2955 0 1498 3101 0Flt Permitted 0.578 0.319 0.413 0.346Satd. Flow (perm) 937 1502 0 521 1522 0 716 2955 0 545 3101 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 60 69 85 15Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 35 136 138 148 151 147 191 451 182 167 486 49Shared Lane Traffic (%)Lane Group Flow (vph) 35 274 0 148 298 0 191 633 0 167 535 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 727 of 876 Lanes, Volumes, Timings 2032 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 15.5 15.5 27.5 25.5 37.1 28.8 37.1 28.8Actuated g/C Ratio 0.20 0.20 0.36 0.33 0.48 0.38 0.48 0.38v/c Ratio 0.19 0.78 0.55 0.54 0.46 0.54 0.49 0.46Control Delay 27.3 38.6 26.0 19.5 14.7 18.7 16.3 19.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.3 38.6 26.0 19.5 14.7 18.7 16.3 19.6LOS CDCBBBBBApproach Delay 37.3 21.7 17.8 18.8Approach LOS D C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 76.6Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay: 21.5 Intersection LOS: CIntersection Capacity Utilization 73.1% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues 2032 Background PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 35 274 148 298 191 633 167 535v/c Ratio 0.19 0.78 0.55 0.54 0.46 0.54 0.49 0.46Control Delay 27.3 38.6 26.0 19.5 14.7 18.7 16.3 19.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.3 38.6 26.0 19.5 14.7 18.7 16.3 19.6Queue Length 50th (m) 4.2 29.5 14.9 26.0 14.0 32.6 12.2 29.9Queue Length 95th (m) 11.6 #57.1 27.6 48.2 26.7 50.4 23.9 45.3Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 232 418 268 620 419 1162 338 1173Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.15 0.66 0.55 0.48 0.46 0.54 0.49 0.46Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 728 of 876 Lanes, Volumes, Timings 2032 Background PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 70 354 15 6 345 26 18 1 12 24 0 36Future Volume (vph) 70 354 15 6 345 26 18 1 12 24 0 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.990 0.948 0.919Flt Protected 0.950 0.950 0.971 0.980Satd. Flow (prot) 1614 1580 0 1662 1641 0 0 1611 0 0 1576 0Flt Permitted 0.950 0.950 0.971 0.980Satd. Flow (perm) 1614 1580 0 1662 1641 0 0 1611 0 0 1576 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 76 385 16 7 375 28 20 1 13 26 0 39Shared Lane Traffic (%)Lane Group Flow (vph) 76 401 0 7 403 0 0 34 0 0 65 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 39.8% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Background PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 70 354 15 6 345 26 18 1 12 24 0 36Future Vol, veh/h 70 354 15 6 345 26 18 1 12 24 0 36Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 76 385 16 7 375 28 20 1 13 26 0 39 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 403 0 0 401 0 0 968 962 393 955 956 389 Stage 1 - - - - - - 545 545 - 403 403 - Stage 2 - - - - - - 423 417 - 552 553 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1150 - - 1169 - - 235 258 660 240 260 664 Stage 1 - - - - - - 526 522 - 628 603 - Stage 2 - - - - - - 613 595 - 522 518 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1150 - - 1169 - - 209 239 660 222 241 664Mov Cap-2 Maneuver - - - - - - 209 239 - 222 241 - Stage 1 - - - - - - 491 488 - 587 599 - Stage 2 - - - - - - 573 591 - 477 484 - Approach EB WB NB SBHCM Control Delay, s 1.3 0.1 19.3 16.8HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 286 1150 - - 1169 - - 370HCM Lane V/C Ratio 0.118 0.066 - - 0.006 - - 0.176HCM Control Delay (s) 19.3 8.4 - - 8.1 - - 16.8HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.4 0.2 - - 0 - - 0.6Page 729 of 876 Lanes, Volumes, Timings 2032 Background PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 27 356 368 38 23 18Future Volume (vph) 27 356 368 38 23 18Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.987 0.940Flt Protected 0.950 0.973Satd. Flow (prot) 1196 1577 1610 0 1150 0Flt Permitted 0.950 0.973Satd. Flow (perm) 1196 1577 1610 0 1150 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 29 387 400 41 25 20Shared Lane Traffic (%)Lane Group Flow (vph) 29 387 441 0 45 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.4% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Background PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.1Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 27 356 368 38 23 18Future Vol, veh/h 27 356 368 38 23 18Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 29 387 400 41 25 20 Major/Minor Major1 Major2 Minor2Conflicting Flow All 441 0 - 0 866 421 Stage 1 - - - - 421 - Stage 2 - - - - 445 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 948 - - - 296 530 Stage 1 - - - - 616 - Stage 2 - - - - 600 -Platoon blocked, % - - -Mov Cap-1 Maneuver 948 - - - 287 530Mov Cap-2 Maneuver - - - - 287 - Stage 1 - - - - 597 - Stage 2 - - - - 600 - Approach EB WB SBHCM Control Delay, s 0.6 0 16.4HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 948 - - - 359HCM Lane V/C Ratio 0.031 - - - 0.124HCM Control Delay (s) 8.9 - - - 16.4HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.4Page 730 of 876 Lanes, Volumes, Timings 2032 Background PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 55 297 6 5 346 18 16 0 10 12 0 38Future Volume (vph) 55 297 6 5 346 18 16 0 10 12 0 38Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.992 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1548 0 1662 1613 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1548 0 1662 1613 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 60 323 7 5 376 20 17 0 11 13 0 41Shared Lane Traffic (%)Lane Group Flow (vph) 60 330 0 5 396 0 0 28 0 13 41 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 42.6% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Background PM4: Coulthard Street & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 55 297 6 5 346 18 16 0 10 12 0 38Future Vol, veh/h 55 297 6 5 346 18 16 0 10 12 0 38Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 60 323 7 5 376 20 17 0 11 13 0 41 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 396 0 0 330 0 0 864 853 327 848 846 386 Stage 1 - - - - - - 447 447 - 396 396 - Stage 2 - - - - - - 417 406 - 452 450 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1174 - - 1241 - - 277 299 719 284 301 666 Stage 1 - - - - - - 595 577 - 633 607 - Stage 2 - - - - - - 617 601 - 591 575 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1174 - - 1241 - - 249 283 719 268 284 666Mov Cap-2 Maneuver - - - - - - 249 283 - 268 284 - Stage 1 - - - - - - 565 548 - 601 605 - Stage 2 - - - - - - 576 599 - 552 546 - Approach EB WB NB SBHCM Control Delay, s 1.3 0.1 16.8 12.8HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 333 1174 - - 1241 - - 268 666HCM Lane V/C Ratio 0.085 0.051 - - 0.004 - - 0.049 0.062HCM Control Delay (s) 16.8 8.2 - - 7.9 - - 19.1 10.8HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.2 0.2Page 731 of 876 Lanes, Volumes, Timings 2032 Background PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 110 190 112 102 1 207 138 122 9 93 29Future Volume (vph) 17 110 190 112 102 1 207 138 122 9 93 29Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.905 0.999 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1507 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1507 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 18 120 207 122 111 1 225 150 133 10 101 32Shared Lane Traffic (%)Lane Group Flow (vph) 18 327 0 122 112 0 225 283 0 0 111 32Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 54.8% ICU Level of Service AAnalysis Period (min) 15HCM 6th AWSC 2032 Background PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 15.6Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 17 110 190 112 102 1 207 138 122 9 93 29Future Vol, veh/h 17 110 190 112 102 1 207 138 122 9 93 29Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 18 120 207 122 111 1 225 150 133 10 101 32Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 2 2 2 2Conflicting Approach Left SB NB EB WBConflicting Lanes Left 2 2 2 2Conflicting Approach Right NB SB WB EBConflicting Lanes Right 2 2 2 2HCM Control Delay 18.6 12.8 15.8 11.9HCM LOS C B C B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, % 0% 53% 0% 37% 0% 99% 91% 0%Vol Right, % 0% 47% 0% 63% 0% 1% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 207 260 17 300 112 103 102 29LT Vol 207 0 17 0 112 0 9 0Through Vol 0 138 0 110 0 102 93 0RT Vol 0 122 0 190 0 1 0 29Lane Flow Rate 225 283 18 326 122 112 111 32Geometry Grp77777777Degree of Util (X) 0.457 0.507 0.039 0.605 0.265 0.227 0.23 0.059Departure Headway (Hd) 7.317 6.455 7.69 6.675 7.826 7.289 7.475 6.78Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 495 560 467 541 459 493 480 528Service Time 5.036 4.175 5.411 4.396 5.569 5.033 5.225 4.53HCM Lane V/C Ratio 0.455 0.505 0.039 0.603 0.266 0.227 0.231 0.061HCM Control Delay 16.1 15.6 10.7 19.1 13.4 12.2 12.5 10HCM Lane LOS C C B CBBBAHCM 95th-tile Q 2.4 2.8 0.1 4 1.1 0.9 0.9 0.2Page 732 of 876 Lanes, Volumes, Timings 2032 Background PM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 7 13 572 10 20 639Future Volume (vph) 7 13 572 10 20 639Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.914 0.997Flt Protected 0.982 0.998Satd. Flow (prot) 1571 0 3073 0 0 1636Flt Permitted 0.982 0.998Satd. Flow (perm) 1571 0 3073 0 0 1636Link Speed (k/h) 60 70 70Link Distance (m) 212.8 853.7 128.2Travel Time (s) 12.8 43.9 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 8% 0% 0% 7%Adj. Flow (vph) 8 14 622 11 22 695Shared Lane Traffic (%)Lane Group Flow (vph) 22 0 633 0 0 717Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 64.0% ICU Level of Service CAnalysis Period (min) 15HCM 6th TWSC 2032 Background PM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 0.4Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 7 13 572 10 20 639Future Vol, veh/h 7 13 572 10 20 639Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 008007Mvmt Flow 8 14 622 11 22 695 Major/Minor Minor1 Major1 Major2Conflicting Flow All 1367 317 0 0 633 0 Stage 1 628 - - - - - Stage 2 739 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 152 685 - - 960 - Stage 1 500 - - - - - Stage 2 476 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 146 685 - - 960 -Mov Cap-2 Maneuver 146 - - - - - Stage 1 500 - - - - - Stage 2 458 - - - - - Approach WB NB SBHCM Control Delay, s 18 0 0.3HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 299 960 -HCM Lane V/C Ratio - - 0.073 0.023 -HCM Control Delay (s) - - 18 8.8 0HCM Lane LOS - - C A AHCM 95th %tile Q(veh) - - 0.2 0.1 -Page 733 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix H 2032 Total Traffic Operations Reports Page 734 of 876 Lanes, Volumes, Timings 2032 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 184 174 168 191 113 94 290 126 84 331 13Future Volume (vph) 29 184 174 168 191 113 94 290 126 84 331 13Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 1.00 0.99 1.00 1.00 0.99 1.00Frt 0.927 0.944 0.955 0.994Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1599 1512 0 1614 1550 0 1614 2897 0 1385 3015 0Flt Permitted 0.561 0.198 0.530 0.468Satd. Flow (perm) 943 1512 0 336 1550 0 900 2897 0 682 3015 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 56 42 95 5Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 4% 10% 3% 3% 2% 13% 3% 11% 4% 20% 10% 0%Adj. Flow (vph) 32 200 189 183 208 123 102 315 137 91 360 14Shared Lane Traffic (%)Lane Group Flow (vph) 32 389 0 183 331 0 102 452 0 91 374 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Lanes, Volumes, Timings 2032 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases 8 4 2 6Detector Phase 8 8 7 4 5 2 1 6Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 19.1 19.1 31.1 29.1 35.8 28.8 35.8 28.8Actuated g/C Ratio 0.24 0.24 0.40 0.37 0.46 0.37 0.46 0.37v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Control Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1LOS C E D C B B B BApproach Delay 58.4 29.6 15.1 17.8Approach LOS E C B BIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 78Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.95Intersection Signal Delay: 28.9 Intersection LOS: CIntersection Capacity Utilization 74.2% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastPage 735 of 876 Queues 2032 Total AM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 32 389 183 331 102 452 91 374v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Control Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.1 61.0 44.4 21.5 11.6 15.9 12.2 19.1Queue Length 50th (m) 3.9 51.1 18.8 34.2 7.6 20.5 6.8 21.1Queue Length 95th (m) 10.9 #104.8 #46.6 59.4 15.2 32.6 14.0 31.8Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 229 411 232 604 467 1129 367 1115Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.14 0.95 0.79 0.55 0.22 0.40 0.25 0.34Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Lanes, Volumes, Timings 2032 Total AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 26 351 8 4 394 14 6 1 8 27 1 71Future Volume (vph) 26 351 8 4 394 14 6 1 8 27 1 71Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.997 0.995 0.929 0.903Flt Protected 0.950 0.950 0.980 0.987Satd. Flow (prot) 1662 1562 0 1662 1595 0 0 1403 0 0 1560 0Flt Permitted 0.950 0.950 0.980 0.987Satd. Flow (perm) 1662 1562 0 1662 1595 0 0 1403 0 0 1560 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Confl. Peds. (#/hr) 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 12% 0% 0% 9% 14% 33% 0% 0% 0% 0% 0%Adj. Flow (vph) 28 382 9 4 428 15 7 1 9 29 1 77Shared Lane Traffic (%)Lane Group Flow (vph) 28 391 0 4 443 0 0 17 0 0 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 37.6% ICU Level of Service AAnalysis Period (min) 15Page 736 of 876 HCM 6th TWSC 2032 Total AM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 26 351 8 4 394 14 6 1 8 27 1 71Future Vol, veh/h 26 351 8 4 394 14 6 1 8 27 1 71Conflicting Peds, #/hr 001100000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 12 0 0 9 14 3300000Mvmt Flow 28 382 9 4 428 15 7 1 9 29 1 77 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 443 0 0 392 0 0 927 895 388 892 892 436 Stage 1 - - - - - - 444 444 - 444 444 - Stage 2 - - - - - - 483 451 - 448 448 -Critical Hdwy 4.1 - - 4.1 - - 7.43 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.43 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.43 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.797 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1128 - - 1178 - - 219 282 665 265 283 625 Stage 1 - - - - - - 537 579 - 597 579 - Stage 2 - - - - - - 511 574 - 594 576 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1128 - - 1177 - - 187 274 664 255 275 625Mov Cap-2 Maneuver - - - - - - 187 274 - 255 275 - Stage 1 - - - - - - 523 564 - 582 577 - Stage 2 - - - - - - 446 572 - 571 561 - Approach EB WB NB SBHCM Control Delay, s 0.6 0.1 17.1 15.7HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 314 1128 - - 1177 - - 444HCM Lane V/C Ratio 0.052 0.025 - - 0.004 - - 0.242HCM Control Delay (s) 17.1 8.3 - - 8.1 - - 15.7HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.9Lanes, Volumes, Timings 2032 Total AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 13 372 378 17 42 34Future Volume (vph) 13 372 378 17 42 34Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.994 0.940Flt Protected 0.950 0.973Satd. Flow (prot) 1250 1577 1614 0 1309 0Flt Permitted 0.950 0.973Satd. Flow (perm) 1250 1577 1614 0 1309 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 11% 7% 25% 0% 50%Adj. Flow (vph) 14 404 411 18 46 37Shared Lane Traffic (%)Lane Group Flow (vph) 14 404 429 0 83 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 34.2% ICU Level of Service AAnalysis Period (min) 15Page 737 of 876 HCM 6th TWSC 2032 Total AM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.6Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 13 372 378 17 42 34Future Vol, veh/h 13 372 378 17 42 34Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 33 11 7 25 0 50Mvmt Flow 14 404 411 18 46 37 Major/Minor Major1 Major2 Minor2Conflicting Flow All 429 0 - 0 852 420 Stage 1 - - - - 420 - Stage 2 - - - - 432 -Critical Hdwy 4.43 - - - 6.4 6.7Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy 2.497 - - - 3.5 3.75Pot Cap-1 Maneuver 983 - - - 333 542 Stage 1 - - - - 667 - Stage 2 - - - - 659 -Platoon blocked, % - - -Mov Cap-1 Maneuver 983 - - - 328 542Mov Cap-2 Maneuver - - - - 328 - Stage 1 - - - - 658 - Stage 2 - - - - 659 - Approach EB WB SBHCM Control Delay, s 0.3 0 16.4HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 983 - - - 398HCM Lane V/C Ratio 0.014 - - - 0.208HCM Control Delay (s) 8.7 - - - 16.4HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0 - - - 0.8Lanes, Volumes, Timings 2032 Total AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 56 330 9 8 227 43 9 0 5 111 0 139Future Volume (vph) 56 330 9 8 227 43 9 0 5 111 0 139Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike FactorFrt 0.996 0.976 0.955 0.850Flt Protected 0.950 0.950 0.968 0.950Satd. Flow (prot) 1662 1588 0 1662 1600 0 0 1507 0 1662 1488 0Flt Permitted 0.950 0.950 0.968 0.950Satd. Flow (perm) 1662 1588 0 1662 1600 0 0 1507 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Confl. Peds. (#/hr) 2 2 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 10% 0% 0% 8% 0% 11% 0% 0% 0% 0% 0%Adj. Flow (vph) 61 359 10 9 247 47 10 0 5 121 0 151Shared Lane Traffic (%)Lane Group Flow (vph) 61 369 0 9 294 0 0 15 0 121 151 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 42.4% ICU Level of Service AAnalysis Period (min) 15Page 738 of 876 HCM 6th TWSC 2032 Total AM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 5.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 56 330 9 8 227 43 9 0 5 111 0 139Future Vol, veh/h 56 330 9 8 227 43 9 0 5 111 0 139Conflicting Peds, #/hr 002200100001Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 1000801100000Mvmt Flow 61 359 10 9 247 47 10 0 5 121 0 151 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 294 0 0 371 0 0 853 800 366 778 782 272 Stage 1 - - - - - - 488 488 - 289 289 - Stage 2 - - - - - - 365 312 - 489 493 -Critical Hdwy 4.1 - - 4.1 - - 7.21 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.21 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.21 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.599 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1279 - - 1199 - - 269 320 684 316 328 772 Stage 1 - - - - - - 545 553 - 723 677 - Stage 2 - - - - - - 636 661 - 564 550 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1279 - - 1197 - - 207 301 683 300 309 771Mov Cap-2 Maneuver - - - - - - 207 301 - 300 309 - Stage 1 - - - - - - 518 525 - 688 672 - Stage 2 - - - - - - 507 656 - 533 523 - Approach EB WB NB SBHCM Control Delay, s 1.1 0.2 18.8 17HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 276 1279 - - 1197 - - 300 771HCM Lane V/C Ratio 0.055 0.048 - - 0.007 - - 0.402 0.196HCM Control Delay (s) 18.8 8 - - 8 - - 24.8 10.8HCM Lane LOS C A - - A - - C BHCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.9 0.7Lanes, Volumes, Timings 2032 Total AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 167 246 85 108 5 156 72 50 4 68 30Future Volume (vph) 29 167 246 85 108 5 156 72 50 4 68 30Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.911 0.994 0.939 0.850Flt Protected 0.950 0.950 0.950 0.997Satd. Flow (prot) 1250 1466 0 1614 1601 0 1614 1478 0 0 1636 1200Flt Permitted 0.950 0.950 0.950 0.997Satd. Flow (perm) 1250 1466 0 1614 1601 0 1614 1478 0 0 1636 1200Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 33% 7% 10% 3% 9% 0% 3% 12% 10% 0% 7% 24%Adj. Flow (vph) 32 182 267 92 117 5 170 78 54 4 74 33Shared Lane Traffic (%)Lane Group Flow (vph) 32 449 0 92 122 0 170 132 0 0 78 33Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 57.1% ICU Level of Service BAnalysis Period (min) 15Page 739 of 876 HCM 6th AWSC 2032 Total AM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 16.7Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 29 167 246 85 108 5 156 72 50 4 68 30Future Vol, veh/h 29 167 246 85 108 5 156 72 50 4 68 30Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 33 7 10390312100724Mvmt Flow 32 182 267 92 117 5 170 78 54 4 74 33Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes2222Conflicting Approach Left SB NB EB WBConflicting Lanes Left2222Conflicting Approach Right NB SB WB EBConflicting Lanes Right2222HCM Control Delay 22.7 11.5 12.9 10.9HCM LOS C B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 6% 0%Vol Thru, % 0% 59% 0% 40% 0% 96% 94% 0%Vol Right, % 0% 41% 0% 60% 0% 4% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 156 122 29 413 85 113 72 30LT Vol 156 0 29 0 85 0 4 0Through Vol 0 72 0 167 0 108 68 0RT Vol 0 50 0 246 0 5 0 30Lane Flow Rate 170 133 32 449 92 123 78 33Geometry Grp77777777Degree of Util (X) 0.344 0.245 0.064 0.737 0.184 0.229 0.157 0.06Departure Headway (Hd) 7.308 6.662 7.292 5.914 7.161 6.724 7.2 6.577Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 490 536 490 611 498 531 495 540Service Time 5.091 4.444 5.059 3.68 4.947 4.509 5 4.376HCM Lane V/C Ratio 0.347 0.248 0.065 0.735 0.185 0.232 0.158 0.061HCM Control Delay 13.9 11.6 10.6 23.6 11.6 11.5 11.4 9.8HCM Lane LOS B B B CBBBAHCM 95th-tile Q 1.5 1 0.2 6.4 0.7 0.9 0.6 0.2Lanes, Volumes, Timings 2032 Total AM6: Broadway & StreetD Lindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 47 80 414 18 32 381Future Volume (vph) 47 80 414 18 32 381Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.915 0.994Flt Protected 0.982 0.996Satd. Flow (prot) 1572 0 2990 0 0 1582Flt Permitted 0.982 0.996Satd. Flow (perm) 1572 0 2990 0 0 1582Link Speed (k/h) 60 70 70Link Distance (m) 212.8 853.7 128.2Travel Time (s) 12.8 43.9 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 11% 0% 0% 11%Adj. Flow (vph) 51 87 450 20 35 414Shared Lane Traffic (%)Lane Group Flow (vph) 138 0 470 0 0 449Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 54.9% ICU Level of Service AAnalysis Period (min) 15Page 740 of 876 HCM 6th TWSC 2032 Total AM6: Broadway & StreetD Lindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.4Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 47 80 414 18 32 381Future Vol, veh/h 47 80 414 18 32 381Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 11 0 0 11Mvmt Flow 51 87 450 20 35 414 Major/Minor Minor1 Major1 Major2Conflicting Flow All 944 235 0 0 470 0 Stage 1 460 - - - - - Stage 2 484 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 278 773 - - 1102 - Stage 1 608 - - - - - Stage 2 624 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 267 773 - - 1102 -Mov Cap-2 Maneuver 267 - - - - - Stage 1 608 - - - - - Stage 2 598 - - - - - Approach WB NB SBHCM Control Delay, s 16.4 0 0.6HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 454 1102 -HCM Lane V/C Ratio - - 0.304 0.032 -HCM Control Delay (s) - - 16.4 8.4 0HCM Lane LOS - - C A AHCM 95th %tile Q(veh) - - 1.3 0.1 -Lanes, Volumes, Timings 2032 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 32 171 127 162 170 145 176 453 205 169 472 45Future Volume (vph) 32 171 127 162 170 145 176 453 205 169 472 45Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 30.0 0.0 40.0 0.0 110.0 80.0 50.0 95.0Storage Lanes 1 0 1 0 1 1 1 1Taper Length (m) 30.0 7.5 7.5 100.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Ped Bike Factor 0.99 1.00 0.99 1.00Frt 0.936 0.931 0.953 0.987Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1539 1510 0 1554 1533 0 1646 2941 0 1498 3104 0Flt Permitted 0.555 0.267 0.387 0.289Satd. Flow (perm) 899 1510 0 436 1533 0 671 2941 0 455 3104 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 44 60 102 14Link Speed (k/h) 60 60 60 70Link Distance (m) 290.3 212.5 263.2 853.7Travel Time (s) 17.4 12.8 15.8 43.9Confl. Peds. (#/hr) 1 1 1 1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 8% 13% 1% 7% 4% 9% 1% 7% 7% 11% 6% 3%Adj. Flow (vph) 35 186 138 176 185 158 191 492 223 184 513 49Shared Lane Traffic (%)Lane Group Flow (vph) 35 324 0 176 343 0 191 715 0 184 562 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Number of Detectors 1 2 1 2 1 2 1 2Detector Template Left Thru Left Thru Left Thru Left ThruLeading Detector (m) 2.0 10.0 2.0 10.0 2.0 10.0 2.0 10.0Trailing Detector (m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Position(m) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Size(m) 2.0 0.6 2.0 0.6 2.0 0.6 2.0 0.6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 2 Position(m) 9.4 9.4 9.4 9.4Detector 2 Size(m) 0.6 0.6 0.6 0.6Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 2 ChannelDetector 2 Extend (s) 0.0 0.0 0.0 0.0Page 741 of 876 Lanes, Volumes, Timings 2032 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTurn Type Perm NA pm+pt NA pm+pt NA pm+pt NAProtected Phases 8 7 4 5 2 1 6Permitted Phases8426Detector Phase 88745216Switch PhaseMinimum Initial (s) 10.0 10.0 5.0 10.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 9.0 30.0 9.0 30.3 9.0 30.3Total Split (s) 25.0 25.0 10.0 25.0 10.0 35.0 10.0 35.0Total Split (%) 31.3% 31.3% 12.5% 31.3% 12.5% 43.8% 12.5% 43.8%Maximum Green (s) 19.0 19.0 6.0 19.0 6.0 28.7 6.0 28.7Yellow Time (s) 4.5 4.5 3.0 4.5 3.0 5.0 3.0 5.0All-Red Time (s) 1.5 1.5 1.0 1.5 1.0 1.3 1.0 1.3Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 4.0 6.0 4.0 6.3 4.0 6.3Lead/Lag Lag Lag Lead Lead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 2.5 3.0 2.5 4.0 2.5 4.0Recall Mode None None None None None Max None MaxWalk Time (s) 7.0 7.0 7.0 7.0 7.0Flash Dont Walk (s) 17.0 17.0 17.0 17.0 17.0Pedestrian Calls (#/hr) 00000Act Effct Green (s) 17.6 17.6 29.6 27.6 37.0 28.7 37.0 28.7Actuated g/C Ratio 0.22 0.22 0.38 0.35 0.47 0.37 0.47 0.37v/c Ratio 0.17 0.87 0.71 0.60 0.49 0.63 0.63 0.49Control Delay 26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9LOS CDDCBCCCApproach Delay 48.2 26.6 19.7 21.4Approach LOS D C B CIntersection SummaryArea Type: OtherCycle Length: 80Actuated Cycle Length: 78.6Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.87Intersection Signal Delay: 25.7 Intersection LOS: CIntersection Capacity Utilization 77.2% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 1: Broadway & North Street West/North Street EastQueues 2032 Total PM1: Broadway & North Street West/North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 35 324 176 343 191 715 184 562v/c Ratio 0.17 0.87 0.71 0.60 0.49 0.63 0.63 0.49Control Delay 26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 26.9 50.5 35.8 21.9 16.0 20.6 22.9 20.9Queue Length 50th (m) 4.2 40.8 18.0 33.7 15.1 39.8 14.6 33.5Queue Length 95th (m) 11.6 #83.3 #39.2 59.3 26.7 57.8 #28.5 48.0Internal Link Dist (m) 266.3 188.5 239.2 829.7Turn Bay Length (m) 30.0 40.0 110.0 50.0Base Capacity (vph) 217 398 249 603 390 1139 293 1142Starvation Cap Reductn00000000Spillback Cap Reductn00000000Storage Cap Reductn00000000Reduced v/c Ratio 0.16 0.81 0.71 0.57 0.49 0.63 0.63 0.49Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.Page 742 of 876 Lanes, Volumes, Timings 2032 Total PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 70 453 15 6 412 26 18 1 12 24 0 36Future Volume (vph) 70 453 15 6 412 26 18 1 12 24 0 36Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.995 0.991 0.948 0.919Flt Protected 0.950 0.950 0.971 0.980Satd. Flow (prot) 1614 1582 0 1662 1642 0 0 1611 0 0 1576 0Flt Permitted 0.950 0.950 0.971 0.980Satd. Flow (perm) 1614 1582 0 1662 1642 0 0 1611 0 0 1576 0Link Speed (k/h) 60 60 60 60Link Distance (m) 212.5 251.4 139.6 92.1Travel Time (s) 12.8 15.1 8.4 5.5Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 3% 10% 13% 0% 6% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 76 492 16 7 448 28 20 1 13 26 0 39Shared Lane Traffic (%)Lane Group Flow (vph) 76 508 0 7 476 0 0 34 0 0 65 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 0.0 0.0Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn Lane Yes YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 44.4% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM2: Vance Drive/Woodcock Drive & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 70 453 15 6 412 26 18 1 12 24 0 36Future Vol, veh/h 70 453 15 6 412 26 18 1 12 24 0 36Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 400 - - 400--------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 3 10 13060000000Mvmt Flow 76 492 16 7 448 28 20 1 13 26 0 39 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 476 0 0 508 0 0 1148 1142 500 1135 1136 462 Stage 1 - - - - - - 652 652 - 476 476 - Stage 2 - - - - - - 496 490 - 659 660 -Critical Hdwy 4.13 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.227 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1081 - - 1067 - - 177 202 575 181 204 604 Stage 1 - - - - - - 460 467 - 574 560 - Stage 2 - - - - - - 559 552 - 456 463 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1081 - - 1067 - - 156 186 575 166 188 604Mov Cap-2 Maneuver - - - - - - 156 186 - 166 188 - Stage 1 - - - - - - 428 434 - 534 556 - Stage 2 - - - - - - 519 548 - 413 431 - Approach EB WB NB SBHCM Control Delay, s 1.1 0.1 24.4 20.7HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1Capacity (veh/h) 219 1081 - - 1067 - - 294HCM Lane V/C Ratio 0.154 0.07 - - 0.006 - - 0.222HCM Control Delay (s) 24.4 8.6 - - 8.4 - - 20.7HCM Lane LOS C A - - A - - CHCM 95th %tile Q(veh) 0.5 0.2 - - 0 - - 0.8Page 743 of 876 Lanes, Volumes, Timings 2032 Total PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 37 445 428 49 30 25Future Volume (vph) 37 445 428 49 30 25Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Storage Length (m) 40.0 0.0 0.0 0.0Storage Lanes 1 0 1 0Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.986 0.939Flt Protected 0.950 0.973Satd. Flow (prot) 1196 1577 1610 0 1147 0Flt Permitted 0.950 0.973Satd. Flow (perm) 1196 1577 1610 0 1147 0Link Speed (k/h) 60 60 60Link Distance (m) 251.4 452.9 112.6Travel Time (s) 15.1 27.2 6.8Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 39% 11% 8% 0% 25% 57%Adj. Flow (vph) 40 484 465 53 33 27Shared Lane Traffic (%)Lane Group Flow (vph) 40 484 518 0 60 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn Lane YesHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15Sign Control Free Free StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 43.5% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM3: North Street East & Falcon RoadLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 1.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 37 445 428 49 30 25Future Vol, veh/h 37 445 428 49 30 25Conflicting Peds, #/hr 000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length 400 - - - 0 -Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 39 11 8 0 25 57Mvmt Flow 40 484 465 53 33 27 Major/Minor Major1 Major2 Minor2Conflicting Flow All 518 0 - 0 1056 492 Stage 1 - - - - 492 - Stage 2 - - - - 564 -Critical Hdwy 4.49 - - - 6.65 6.77Critical Hdwy Stg 1 - - - - 5.65 -Critical Hdwy Stg 2 - - - - 5.65 -Follow-up Hdwy 2.551 - - - 3.725 3.813Pot Cap-1 Maneuver 884 - - - 226 480 Stage 1 - - - - 570 - Stage 2 - - - - 526 -Platoon blocked, % - - -Mov Cap-1 Maneuver 884 - - - 216 480Mov Cap-2 Maneuver - - - - 216 - Stage 1 - - - - 544 - Stage 2 - - - - 526 - Approach EB WB SBHCM Control Delay, s 0.7 0 20.7HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1Capacity (veh/h) 884 - - - 288HCM Lane V/C Ratio 0.045 - - - 0.208HCM Control Delay (s) 9.3 - - - 20.7HCM Lane LOS A - - - CHCM 95th %tile Q(veh) 0.1 - - - 0.8Page 744 of 876 Lanes, Volumes, Timings 2032 Total PM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 144 304 6 5 357 114 16 0 10 77 0 98Future Volume (vph) 144 304 6 5 357 114 16 0 10 77 0 98Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 20.0 0.0 20.0 0.0 0.0 0.0 45.0 0.0Storage Lanes 1 0 1 0 0 0 1 0Taper Length (m) 50.0 50.0 7.5 30.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.997 0.964 0.947 0.850Flt Protected 0.950 0.950 0.971 0.950Satd. Flow (prot) 1662 1548 0 1662 1591 0 0 1609 0 1662 1488 0Flt Permitted 0.950 0.950 0.971 0.950Satd. Flow (perm) 1662 1548 0 1662 1591 0 0 1609 0 1662 1488 0Link Speed (k/h) 60 60 60 60Link Distance (m) 452.9 645.8 109.2 167.7Travel Time (s) 27.2 38.7 6.6 10.1Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 13% 0% 0% 8% 0% 0% 0% 0% 0% 0% 0%Adj. Flow (vph) 157 330 7 5 388 124 17 0 11 84 0 107Shared Lane Traffic (%)Lane Group Flow (vph) 157 337 0 5 512 0 0 28 0 84 107 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Free Free Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 54.9% ICU Level of Service AAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM4: Coulthard Street/Braun Avenue & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 6.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 144 304 6 5 357 114 16 0 10 77 0 98Future Vol, veh/h 144 304 6 5 357 114 16 0 10 77 0 98Conflicting Peds, #/hr 000000000000Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop StopRT Channelized - - None - - None - - None - - NoneStorage Length 200 - - 200-----450--Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 0 130080000000Mvmt Flow 157 330 7 5 388 124 17 0 11 84 0 107 Major/Minor Major1 Major2 Minor1 Minor2Conflicting Flow All 512 0 0 337 0 0 1162 1170 334 1113 1111 450 Stage 1 - - - - - - 648 648 - 460 460 - Stage 2 - - - - - - 514 522 - 653 651 -Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 -Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3Pot Cap-1 Maneuver 1064 - - 1234 - - 174 195 712 187 211 613 Stage 1 - - - - - - 462 469 - 585 569 - Stage 2 - - - - - - 547 534 - 460 468 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1064 - - 1234 - - 127 166 712 163 179 613Mov Cap-2 Maneuver - - - - - - 127 166 - 163 179 - Stage 1 - - - - - - 394 400 - 498 567 - Stage 2 - - - - - - 450 532 - 386 399 - Approach EB WB NB SBHCM Control Delay, s 2.8 0.1 27.8 28HCM LOS D D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2Capacity (veh/h) 186 1064 - - 1234 - - 163 613HCM Lane V/C Ratio 0.152 0.147 - - 0.004 - - 0.513 0.174HCM Control Delay (s) 27.8 9 - - 7.9 - - 48.3 12.1HCM Lane LOS D A - - A - - E BHCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 2.5 0.6Page 745 of 876 Lanes, Volumes, Timings 2032 Total PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 27 141 221 112 148 1 253 138 122 9 93 44Future Volume (vph) 27 141 221 112 148 1 253 138 122 9 93 44Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750Storage Length (m) 25.0 0.0 30.0 0.0 40.0 0.0 0.0 25.0Storage Lanes 1 0 1 0 1 0 0 1Taper Length (m) 55.0 40.0 30.0 7.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.908 0.999 0.930 0.850Flt Protected 0.950 0.950 0.950 0.996Satd. Flow (prot) 1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Flt Permitted 0.950 0.950 0.950 0.996Satd. Flow (perm) 1511 1511 0 1554 1650 0 1614 1610 0 0 1682 1403Link Speed (k/h) 60 60 60 60Link Distance (m) 645.8 208.9 455.0 402.6Travel Time (s) 38.7 12.5 27.3 24.2Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 10% 7% 4% 7% 6% 0% 3% 2% 0% 0% 4% 6%Adj. Flow (vph) 29 153 240 122 161 1 275 150 133 10 101 48Shared Lane Traffic (%)Lane Group Flow (vph) 29 393 0 122 162 0 275 283 0 0 111 48Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 3.6 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 25 15 25 15 25 15Sign Control Stop Stop Stop StopIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 61.4% ICU Level of Service BAnalysis Period (min) 15HCM 6th AWSC 2032 Total PM5: Tillson Avenue/Cranberry Road & North Street EastLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionIntersection Delay, s/veh 21Intersection LOS CMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 27 141 221 112 148 1 253 138 122 9 93 44Future Vol, veh/h 27 141 221 112 148 1 253 138 122 9 93 44Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 1074760320046Mvmt Flow 29 153 240 122 161 1 275 150 133 10 101 48Number of Lanes110110110011Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 2 2 2 2Conflicting Approach Left SB NB EB WBConflicting Lanes Left 2 2 2 2Conflicting Approach Right NB SB WB EBConflicting Lanes Right 2 2 2 2HCM Control Delay 29.6 14.7 20 13HCM LOS D B C B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2Vol Left, % 100% 0% 100% 0% 100% 0% 9% 0%Vol Thru, % 0% 53% 0% 39% 0% 99% 91% 0%Vol Right, % 0% 47% 0% 61% 0% 1% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 253 260 27 362 112 149 102 44LT Vol 253 0 27 0 112 0 9 0Through Vol 0 138 0 141 0 148 93 0RT Vol 0 122 0 221 0 1 0 44Lane Flow Rate 275 283 29 393 122 162 111 48Geometry Grp77777777Degree of Util (X) 0.602 0.551 0.066 0.78 0.283 0.353 0.253 0.1Departure Headway (Hd) 7.884 7.017 8.136 7.133 8.382 7.845 8.212 7.513Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 457 514 440 508 429 458 436 475Service Time 5.643 4.776 5.89 4.887 6.147 5.609 5.985 5.284HCM Lane V/C Ratio 0.602 0.551 0.066 0.774 0.284 0.354 0.255 0.101HCM Control Delay 21.9 18.1 11.5 30.9 14.4 14.9 13.8 11.1HCM Lane LOS C C B DBBBBHCM 95th-tile Q 3.9 3.3 0.2 7 1.1 1.6 1 0.3Page 746 of 876 Lanes, Volumes, Timings 2032 Total PM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportLane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 32 53 582 48 80 654Future Volume (vph) 32 53 582 48 80 654Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 1.00Frt 0.916 0.989Flt Protected 0.982 0.995Satd. Flow (prot) 1574 0 3062 0 0 1639Flt Permitted 0.982 0.995Satd. Flow (perm) 1574 0 3062 0 0 1639Link Speed (k/h) 60 70 70Link Distance (m) 212.8 853.7 128.2Travel Time (s) 12.8 43.9 6.6Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 0% 0% 8% 0% 0% 7%Adj. Flow (vph) 35 58 633 52 87 711Shared Lane Traffic (%)Lane Group Flow (vph) 93 0 685 0 0 798Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 3.6 3.6 3.6Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.11 1.11 1.11 1.11 1.11 1.11Turning Speed (k/h) 25 15 15 25Sign Control Stop Free FreeIntersection SummaryArea Type: OtherControl Type: UnsignalizedIntersection Capacity Utilization 76.8% ICU Level of Service DAnalysis Period (min) 15HCM 6th TWSC 2032 Total PM6: Broadway & Street DLindprop Subdivision, Tillsonburg Paradigm Transportation Solutions Limited Synchro 10 ReportIntersectionInt Delay, s/veh 2.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 32 53 582 48 80 654Future Vol, veh/h 32 53 582 48 80 654Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 008007Mvmt Flow 35 58 633 52 87 711 Major/Minor Minor1 Major1 Major2Conflicting Flow All 1544 343 0 0 685 0 Stage 1 659 - - - - - Stage 2 885 - - - - -Critical Hdwy 6.6 6.9 - - 4.1 -Critical Hdwy Stg 1 5.8 - - - - -Critical Hdwy Stg 2 5.4 - - - - -Follow-up Hdwy 3.5 3.3 - - 2.2 -Pot Cap-1 Maneuver 117 659 - - 918 - Stage 1 482 - - - - - Stage 2 407 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 99 659 - - 918 -Mov Cap-2 Maneuver 99 - - - - - Stage 1 482 - - - - - Stage 2 343 - - - - - Approach WB NB SBHCM Control Delay, s 34.7 0 1HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 211 918 -HCM Lane V/C Ratio - - 0.438 0.095 -HCM Control Delay (s) - - 34.7 9.3 0HCM Lane LOS - - D A AHCM 95th %tile Q(veh) - - 2.1 0.3 -Page 747 of 876 Lindprop Residential Subdivision, Tillsonburg | Transportation Impact Study | 210767 | April 2022 Paradigm Transportation Solutions Limited | Appendices Appendix I Left-Turn Lane Warrants Page 748 of 876 Southbound Left-Turn Lane Warrants Broadway & Street D Appendix I 2032 Total AM 2032 Total PM 210767 Lindprop Subdivision, Tillsonburg TIS Page 749 of 876 - 1 - AMENDMENT NUMBER 294 TO THE COUNTY OF OXFORD OFFICIAL PLAN the following text and schedules attached hereto constitutes Amendment Number 294 to the County of Oxford Official Plan Page 750 of 876 - 2 - 1.0 PURPOSE OF THE AMENDMENT The proposed Official Plan Amendment (OPA) would amend Official Plan Schedules “T- 1”, Town of Tillsonburg Land Use Plan and Schedule “T-2,” Town of Tillsonburg Residential Density Plan, to re-designate portions of the subject lands from ‘Residential’ to ‘Open Space’, and to amend the extent and location of the existing Medium Density Residential Area for future Medium Density Residential development. 2.0 LOCATION OF LANDS AFFECTED The subject lands are described as Part of Lots 4 & 5, Concession 10 (Dereham), in the Town of Tillsonburg. The lands are located on the north side of North Street, east of Braun Avenue and north of Canary Street, and are municipally known as 112 North Street East. 3.0 BASIS FOR THE AMENDMENT The proposed Official Plan Amendment (OPA) would amend Official Plan Schedules “T- 1”, Town of Tillsonburg Land Use Plan and Schedule “T-2,” Town of Tillsonburg Residential Density Plan, to re-designate portions of the subject lands from ‘Residential’ to ‘Open Space’, and to amend the extent and location of the existing Medium Density Residential Area for future Medium Density Residential development. It is the opinion of Council that the subject amendment is consistent with the policies of the PPS as the development is an efficient use of land and municipal services within a fully serviced settlement area. The development also contributes to housing types, tenures, and densities required to meet the projected requirements of current and future residents of the Town and the broader regional market area. It is the opinion of Council that designating the 4 proposed blocks in the draft plan of subdivision from Residential to Open Space is appropriate as the EIS submitted in support of the development identified that these blocks contain natural features, including woodlands, wetlands, valleylands, and significant wildlife habitat and corridors that should remain protected. The recommendations of the EIS will be implemented through the draft plan of subdivision approval process and resulting subdivision agreement, and ownership of these blocks will be transferred to the Town of Tillsonburg. It is the opinion of Council that the policies respecting the designation of additional Medium Density Residential Areas have been satisfactorily addressed. T he proposed Medium Density Block abuts a proposed collector road which is being designed with a 22.0 metre right-of-way, and will allow for efficient access to North Street East . The subdivision plan has been prepared in coordination with the landowner to the west such that the collector road can align with the planned collector road extension to the west. The revised extent of the Medium Density residential area will facilitate a condominium block consisting of townhouse and stacked townhouse development. The sites are close to shopping, recreation and cultural uses. Public trail linkages proposed through the draft plan of subdivision will provide a direct active transportation link to the Trans Canada Trail and other pedestrian trails in the area. Shopping, including a food store and other community serving uses including a fitness centre, gas station and religious institution is located nearby the subject lands. The proposed Medium Density Block will be appropriately buffered from existing low density residential development and is appropriately integrated within the proposed draft plan of subdivision with other Page 751 of 876 - 3 - townhouse development. The block is expected to be adequately serviced from the new infrastructure in the proposed plan of subdivision, and is sufficiently large to provide required parking and amenity areas. An EIS has been submitted and peer reviewed to demonstrate that the proposed Medium Density Residential Area will not negatively impact surrounding woodlands and natural heritage corridors, and a Noise and Vibration Study was conducted to ensure that the medium density residential area is not negatively impacted by the noise and vibration resulting from North Street East and the CPR Railway. In light of the foregoing, it is the opinion of Council that the proposed Official Plan Amendment is consistent with the policies of the PPS and supports the objectives and strategic initiatives of the Official Plan. 4.0 DETAILS OF THE AMENDMENT 4.1 That Schedule “T-1” – Town of Tillsonburg Land Use Plan, is hereby amended by designating those lands identified as “ITEM 1”, “ITEM 2”, “ITEM 3”, & “ITEM 4” on Schedule “A” attached hereto as “Open Space”. 4.2 That Schedule “T-2” – Town of Tillsonburg Residential Density Plan, is hereby amended by designating those lands identified as “ITEM 1” on Schedule “A” attached hereto as “Medium Density Residential”. 5.0 IMPLEMENTATION This Official Plan Amendment shall be implemented in accordance with the implementation policies of the Official Plan. 6.0 INTERPRETATION This Official Plan Amendment shall be interpreted in accordance with the interpretation policies of the Official Plan. Page 752 of 876 Delegation Request Form Members of the public or citizen group may submit a Delegation Request to speak at a regular meeting of Council. Council meetings are held the second and fourth Monday of the month. Proceedings are web-streamed on the Town of Tillsonburg Website and the second meeting of the month will also be televised via Rogers TV. Delegations take place near the beginning of the meeting and are allowed 15 minutes for their presentation; ten (10) minutes is meant for the presentation and the remaining five (5) minutes is to allow for comments and questions from Council. Any Information contained on this form will be made public through the publication of the agenda. Through submission of a Delegation Request, individauls are agreeing to the release and inclusing of their personal information within the public record. Applicants may request the removal of their personal contact information when submitting this form. The request to remove personal contact information cannot be made after agenda publication. Please note that all meetings occur in an open public forum and are regularly recorded and televised. Accessibility accommodations are available. Please make your request in advance. Page 753 of 876 First Name * Lauren Last Name * Johnson Street Address *Town/City * Postal Code *Phone Number * E-mail *Subject * Diversity in Tillsonburg Name of Group or Person(s) being represented (if applicable) Lauren Johnson All Delegations are limited to fifteen (15) minutes, including questions and answers. * I acknowledge Details of the nature of the business/purpose: * Discussion of Diversity in tillsonburg. OCCA / the Oxford Caribbean Canadian Association. Desire for more representation. I would like to be a delegate speaker at the Monday, March 27 council meeting. Do you or any members of your party require accessibility accommodations? * Yes No Page 754 of 876 Will there be a Power Point presentation? * Yes No I acknowledge that all presentation material must be submitted to the Office of the Clerk by 4:30 p.m. the Wednesday before the Council meeting date. I accept Page 755 of 876 Upon receipt and approval of a Delegation, full details on the process will be sent to all presenters. If you have any questions please contact the Office of the Clerk at: clerks@tillsonburg.ca or 519-688-3009 ext. 4041 Personal information on this form is collected under the legal authority of the Municipal Act, as amended. The information is collected and mainted for the purpose of creating records that are available to the general public, pursuant to Section 27 of the Municipal Freedom of Information and Protection of Privacy Act. Questions about this collection should be directed to the Municipal Clerk, Town of Tillsonburg, 200 Broadway Street, 2nd Floor, Tillsonburg, Ontario, N4G 5A7, Telephone 519-688-3009 Ext. 4040. Page 756 of 876 Delegation Request Form Members of the public or citizen group may submit a Delegation Request to speak at a regular meeting of Council. Council meetings are held the second and fourth Monday of the month. Proceedings are web-streamed on the Town of Tillsonburg Website and the second meeting of the month will also be televised via Rogers TV. Delegations take place near the beginning of the meeting and are allowed 15 minutes for their presentation; ten (10) minutes is meant for the presentation and the remaining five (5) minutes is to allow for comments and questions from Council. Any Information contained on this form will be made public through the publication of the agenda. Through submission of a Delegation Request, individauls are agreeing to the release and inclusing of their personal information within the public record. Applicants may request the removal of their personal contact information when submitting this form. The request to remove personal contact information cannot be made after agenda publication. Please note that all meetings occur in an open public forum and are regularly recorded and televised. Accessibility accommodations are available. Please make your request in advance. Page 757 of 876 First Name * Cedric Last Name * Tomico Street Address *Town/City * Tillsonburg Postal Code *Phone Number * E-mail *Subject * Tillsonburg Kinsmen Easter Egg Hunt Name of Group or Person(s) being represented (if applicable) Tillsonburg Kinsmen All Delegations are limited to fifteen (15) minutes, including questions and answers. * I acknowledge Details of the nature of the business/purpose: * To request financial relief in regards to renting the pavillion for the 2023 Kinsmen Easter Egg Hunt and further to request support of parks and Rec staff by way of placing picnic table and portable toilets on site for the event. Do you or any members of your party require accessibility accommodations? * Yes No Page 758 of 876 Will there be a Power Point presentation? * Yes No Please attach a copy of your presentation. I acknowledge that all presentation material must be submitted to the Office of the Clerk by 4:30 p.m. the Wednesday before the Council meeting date. I accept Page 759 of 876 Upon receipt and approval of a Delegation, full details on the process will be sent to all presenters. If you have any questions please contact the Office of the Clerk at: clerks@tillsonburg.ca or 519-688-3009 ext. 4041 Personal information on this form is collected under the legal authority of the Municipal Act, as amended. The information is collected and mainted for the purpose of creating records that are available to the general public, pursuant to Section 27 of the Municipal Freedom of Information and Protection of Privacy Act. Questions about this collection should be directed to the Municipal Clerk, Town of Tillsonburg, 200 Broadway Street, 2nd Floor, Tillsonburg, Ontario, N4G 5A7, Telephone 519-688-3009 Ext. 4040. Page 760 of 876 CEDRIC TOMICO, MARCH 27, 2023 TILLSONBURG KINSMEN 2023 EASTER EGG HUNT Serving the communities greatest needs! Page 761 of 876 The Tillsonburg Kinsmen Club have been providing the Easter Egg Hunt to our community for 3 decades. It has been a widely participated event each and every one of those years with the return of the event just last year showing record numbers. In the past 2 years The Kinsmen Club have worked extra hard on this event to add some “extra’s” to compliment this historical event. We are extremely proud of what has been created and thank the community for always making it a joyous and rewarding event for us just by attending. We look forward to continuing to provide this event for many years to come. Page 762 of 876 LOOK AT THOSE SMILES !! Page 763 of 876 So with every growing event there are additional requirements and in our case with respect to the Easter Egg Hunt it is by way of additional outdoor facilities that are managed by the Town of Tillsonburg. This year for the hunt we are needing use of the Memorial park pavilion, as well as the Kinsmen Bandshell. Those assets are typically rented by the town for a fee of $99.25 & $99.25, totalling 198.50 + HST We are coming before this council tonight to ask that these fees be waived for this year and all all future years for as long as the Kinsmen continue to host this event. Of course should this council so chose to only approve this request year by year, then I can return each and every year, but considering the small nature of this ask and respecting councils time The Tillsonburg Kinsmen saw it fitting to make an ask for what we would call a “life membership” of these facilities for this particular event. Page 764 of 876 Serving the communities greatest needs! Questions??? Page 765 of 876 Page 766 of 876 Page 767 of 876 Page 1 of 2 Subject: 2022 Council Remuneration & Expenses Report Report Number: FIN 23-06 Department: Finance Department Submitted by: Renato Pullia, Interim Director of Finance / Treasurer Meeting Type: Council Meeting Meeting Date: Monday, March 13, 2023 RECOMMENDATION THAT Council receives report FIN 23-06, 2022 Council Remuneration & Expenses Report as information. BACKGROUND Section 284 of the Municipal Act, 2001, requires that the Treasurer of a municipality shall each year provide to the Council of the municipality an itemized statement of the remuneration and expenses paid in the previous year to: Each member of Council in respect of his or her services as a member of the Council or any other body, including a local board, to which the member has been appointed by Council or on which the member holds office by virtue of being a member of Council; Each member of Council in respect of his or her services as an officer or employee of the municipality or other body; and Each person, other than a member of Council, appointed by the municipality to serve as a member of any body, including a local board, in respect of his or her services as a member of the body. Although there are other members of the Police Services Board, since they are Provincial appointees, their remuneration and expenses are not reported under the Municipal Act. Page 768 of 876 FIN 23-06 Page 2 of 2 DISCUSSION The information for this report is in accordance with By-law 4207, a By-law to Establish the Rate of Remuneration for Members of Council for the 2018-2022 Term of Council, by By-law 4245, a By-law to amend By-law 4207 Rate of Remuneration for 2018-2022 Term of Council, by Policy 2-008, Council Expense Policy, and by By-law 2022-051, a By-law to Establish the Council Remuneration for the Term 2022-2026. FINANCIAL IMPACT/FUNDING SOURCE The attached document summarizes the remuneration, conference, seminar and expenses paid to Councillors in the 2022 fiscal year totalling $187,104.10 (2021 - $171,875; 2020 - $181,386; 2019 - $187,785). CORPORATE GOALS How does this report support the corporate goals identified in the Community Strategic Plan? ☐ Lifestyle and amenities ☐ Customer service, communication and engagement ☐ Business attraction, retention and expansion ☐ Community growth ☐ Connectivity and transportation ☒ Not Applicable Does this report relate to a specific strategic direction or project identified in the Community Strategic Plan? Please indicate section number and/or any priority projects identified in the plan. Goal – N/A Strategic Direction – N/A Priority Project – N/A ATTACHMENTS Appendix A – 2022 Statement of Council Remuneration & Expenses Page 769 of 876 Appendix A, FIN 23-06 COUNCIL REMUNERATION & EXPENSE REPORT For the Year Ended December 31, 2022 POLICE MEETING SERVICES HYDRO EXPENSES REMUNERATION PER DIEM BOARD BOARD PAID TOTAL Mayor Molnar 36,585.57$ 1,850.00$ 3,039.78$ 4,842.30$ 7,869.94$ 54,187.59$ Mayor Gilvesy* 20,791.62$ 90.00$ -$ -$ 839.52$ 21,721.14$ Deputy Mayor Beres 20,174.40$ 1,480.00$ -$ -$ 4,755.33$ 26,409.73$ Councillor Esseltine 17,049.98$ 740.00$ -$ -$ 1,916.69$ 19,706.67$ Councillor Rosehart 18,801.27$ -$ 4,053.04$ -$ 45.79$ 22,900.10$ Councillor Luciani 18,801.27$ -$ -$ -$ 91.58$ 18,892.85$ Councillor Parker 18,801.27$ -$ -$ -$ 783.20$ 19,584.47$ Councillor Parsons 1,759.59$ -$ -$ -$ 91.58$ 1,851.17$ Councillor Spencer 1,759.59$ -$ -$ -$ 90.79$ 1,850.38$ 154,524.56$ 4,160.00$ 7,092.82$ 4,842.30$ 16,484.42$ 187,104.10$ *Councillor pay to Nov 15, 2022, then Mayor's pay Page 770 of 876 Page 1 of 4 Subject: TPON Agreement Execution Report Number: FRS 23-02 Department: Fire and Emergency Services Submitted by: Shane Caskanette, Fire Chief/CEMC Meeting Type: Council Meeting Meeting Date: Monday, March 27, 2023 RECOMMENDATION THAT report FRS 23-02 titled TPON Agreement Execution be received; and THAT a by-law to authorize the Mayor and Clerk to execute the Transfer Payment Agreement for the Town of Tillsonburg Fire and Rescue Services Fire Communications PSAP NG9-1-1 Agreement be presented to Council for consideration; and THAT the Fire Chief be authorized to purchase NG9-1-1 related goods, services and enter into NG-911 agreements required to maximize eligible recapture of NG9-1-1 costs, including sole sourcing where necessary to ensure timely acquisition, and standardization with existing hardware, software and services; and THAT the Fire Chief be authorized to complete Schedule “E” Financial Report Next Generation Funding of the Transfer Payment Agreement on behalf of the Corporation in order to maximize the recovery of all eligible NG9-1-1 related costs. BACKGROUND The Ontario government is investing $208 million over three years to enhance the province’s 9-1-1 emergency response system that has reached end of life. Tillsonburg Fire Communications submitted a Solicitor General NG-911 Transfer Payment Ontario (TPON) application in early January to recapture expenditures made from April 1, 2022 to March 31, 2023 to upgrade NG-911 related Fire Communications Public Safety Answering Point (PSAP) infrastructure. Tillsonburg PSAP was successful in acquiring up to $1,245,000 in funding support through this TPON funding opportunity. In consideration of Ministry fiscal year ends and the Town’s Transfer Payment Agreement Page 771 of 876 FRS 23-02 Page 2 of 4 (TPA) approval process the TPA must be signed and executed prior to March 31, 2023 to access this funding. DISCUSSION The Ministry of the Solicitor General, Emergency Services Telecommunications Division, committed to provide $1,245,000.00 funding in support of Town of Tillsonburg PSAP eligible expenditures as noted in the Transfer Payment Agreement. The Ministry is providing this funding in its 2022-23 fiscal year to support the transition to the new NG9-1-1 requirements by the federally mandated timeline of March 4, 2025. A report back of eligible expenditures made from April 1, 2022, through March 31, 2023 will be required by July 31, 2023. As part of this process, an executed Transfer Payment Agreement is required, dated no later than March 31, 2023. Understanding that the Ministry’s year-end timelines are rapidly approaching, and that the Transfer Payment Agreement requires time to go through the Town’s internal approval process, the Ministry required a Letter of Intent from the Town dated prior to March 24, 2023 confirming the Town’s commitment to securing this funding and allow time for the Transfer Payment Agreement approvals. Attached is the Ontario Transfer Payment Agreement for Council’s consideration and approval which must be duly signed and executed prior to March 31, 2023. A scanned version of the executed agreement must also be sent to the Ministry no later than April 14, 2023. The program provides opportunity to recapture 100% of eligible costs to support the implementation and operationalization of NG-911 systems within Tillsonburg PSAP. These costs include NG-911 technology upgrades, project support, and infrastructure requirements incurred from April 01, 2022 through March 31, 2023 . The provincial government has allocated $80 million for 2022, $80 million for 2023 and $48 million for 2024. Unfortunately, we have NG-911 costs incurred prior to April 01, 2022 which are not eligible under this opportunity due to the fiscal policies of the provincial grant program. The $1,245,000 is a one-time funding opportunity for expenses incurred April 01, 2022 through March 31, 2023 and any remaining funds are not eligible for carry forward. The objective is to recapture 100% of all eligible costs incurred by the Town from April 01, 2022 through March 31, 2023. Schedule “D” of the Transfer Payment Agreement list Eligible NG-911 costs which include: Page 772 of 876 FRS 23-02 Page 3 of 4 CONSULTATION The Director of Finance/Treasurer, Director of Corporate Services/Clerk, and CAO, consulted on this report. Page 773 of 876 FRS 23-02 Page 4 of 4 FINANCIAL IMPACT/FUNDING SOURCE This SOLGEN NG-911 TPON funding opportunity provides an opportunity for Tillsonburg’s PSAP to recover 100% of eligible costs incurred between April 01, 2022 and March 31, 2023 for upgrades to technology, project support, and infrastructure related to NG-911 up a maximum of $1.245 million. CORPORATE GOALS How does this report support the corporate goals identified in the Community Strategic Plan? ☐ Lifestyle and amenities ☒ Customer service, communication and engagement ☐ Business attraction, retention and expansion ☐ Community growth ☐ Connectivity and transportation ☐ Not Applicable Does this report relate to a specific strategic direction or project identified in the Community Strategic Plan? Please indicate section number and/or any priority projects identified in the plan. Goal – The Town of Tillsonburg will strive for excellence and accountability in government, providing effective and efficient services, information, and opportunities to shape municipal initiatives. Strategic Direction – Advocate for community needs with other levels of government. Priority Project – Short-Term - Multi-year budgeting ATTACHMENTS None Page 774 of 876 Page 1 of 5 Subject: Lot Maintenance By-Law Report Number: OPD 23-14 Department: Operations and Development Department Submitted by: Geno Vanhaelewyn, Chief Building Official Meeting Type: Council Meeting Meeting Date: Monday, March 27, 2023 RECOMMENDATION THAT a by-law to provide for the cleaning and clearing of land; clearing of refuse, dead and decayed trees, graffiti; storage of commercial motor vehicles and recreational vehicles, and yard sales be brought forward for Council’s consideration. BACKGROUND The Town’s current Clean Yard By-Law 3810 regulates yard maintenance standards within Town limits and was last reviewed and adopted by Town of Tillsonburg Council on August 9, 2021. The 2021 Town of Tillsonburg Community Strategic Plan identified the need for a review of property standards/clean yard and enforcement as a short term goal. As a result, staff conducted a comprehensive review of various town by-laws that reference property maintenance/use and determined that several items from various by-laws such as Property Standards, Zoning, Ice and Snow, Garbage, etc. could be more encompassing into one by-law for ease of enforcement. The proposed Lot Maintenance By-Law will accomplish this and replace the current Clean Yard By-Law. DISCUSSION The current Clean Yard By-Law has performed well, however it does not address emerging issues such as fences, snow/ice on buildings, vermin, dead trees, storage of recreational vehicles, use of tents, graffiti, sight triangles, commercial vehicle storage, use of storage containers, dumping, and refuse collection. It also does not include set fine provisions. The new Lot Maintenance By-law will address all of the above and will allow for set fines. Provisions from the current Clean Yard By-law have been incorporated into the proposed Lot Maintenance By-law. In addition, offences that are found in the Property Page 775 of 876 OPD 23-14 Page 2 of 5 Standards By-law 3638, Snow/Ice/Dirt/Litter Removal By-law 2189, and Zoning By-law 3295 have also been included. The purpose of these inclusions is to speed up the timeline for by-law officers to address matters, allow remedial provisions, and reduce the need for mandatory court appearances. The following table provides an overview and identifies the proposed Lot Maintenance By-Law improvements compared to the current Clean Yard By-law. Item Changes Section 1 Definitions and Interpretation Renamed from “Clean Yards By-Law” to “Lot Maintenance By-Law” New definitions added to provide clarity to by-law changes which include: Buffer Strip, Cargo Container, Commercial Vehicle, Homeless Encampment, Human Habitation, Municipal Property, Private Property, Recreational Vehicle, Sight Triangle, Tent, Temporary Barrier, and Unmaintained. Section 2 General Provisions Refuse containment and location standards. (Similar to Property Standards By-law) Refuse collection standards outlining time of collection, must have tags, location, and weight. (Mirrors the Oxford County collection standards) Refuse containment for exterior bulk storage. Graffiti provisions requiring owner to remove from building, structures, paved surfaces, fences and waste containers. (Mirrors the Graffiti By-Law) Fences will be in good repair. Garage Sales, 2 per calendar year, no more than 3 consecutive days, must follow sign by-laws. (Mirrors the Zoning By-law) Site Triangles must be clear. Commercial vehicle restrictions (Mirror the Zoning By-law). Cargo containers, only permitted in industrial zone, or permitted on a property no more than thirty (30) days after a sale of a property or in support of an active construction project. Tents on residential properties. Page 776 of 876 OPD 23-14 Page 3 of 5 Homeless encampments must be removed within 7 days. Human Habitation in Recreation Vehicles. (Mirrors the Zoning By-law) Storage of Recreational vehicle (Mirrors the Zoning By-law) Tree’s must not be dead/decayed/ damaged. Snow & Ice hazards must be removed from buildings, and clear passage shall be provided. Section 3 General Prohibitions Making penalties for offences for General Provisions found in section 2. Section 4 Exemptions Excavations – construction site – exemption. Swimming pools – natural bodies of water – exemption. Refuse containment and location – exemption. Refuse contained within bins or exterior bulk storage containers – exemption. Section 8 Administration, Enforcement, Offences, Penalty & Fine Recovery Set fine provisions under Provincial Offences Act. Penalty provisions under Municipal Act allow for increased fines. Fines can be transferred to taxes. Section 9 Fail to Comply & Cost Recovery Fee to Register/ Discharge Lien for order. Section 10 Fees & Charges Recovery of staff time CONSULTATION Copies of the proposed by-law along with supporting material were made available to Council, Senior Leadership Team and the public for consultation from January 23, 2023 to February 17, 2023 as per the Town’s public engagement policy. During this time, the draft by-law was posted on the Town website and notification advertised in the local paper. Page 777 of 876 OPD 23-14 Page 4 of 5 Two inquiries/comments were received as a result of the public consultation and were explanatory and administrative in nature. This along with the provided communication from staff are listed below: 1. Question/comment related to temporary storage of recreational vehicle parking and duration of storage to be clarified. Revisions were made to clarify and permit recreational vehicles to temporarily park between the dates of April 15th and October 31st. This mirrors the intent of the Zoning By-Law with specific dates for further clarity. 2. Question regarding inspection access powers along with grammatical improvements. Staff advised that the Municipal Act provides the authority to access property for inspection purposes. Miscellaneous grammatical items were reviewed and updated. In addition the proposed Lot Maintenance By-law was circulated to the Building & Clerks Department for review. FINANCIAL IMPACT/FUNDING SOURCE A minor increase in cost recovery for enforcement is expected based on activity. CORPORATE GOALS How does this report support the corporate goals identified in the Community Strategic Plan? ☒ Lifestyle and amenities ☒ Customer service, communication and engagement ☐ Business attraction, retention and expansion ☐ Community growth ☐ Connectivity and transportation ☐ Not Applicable Does this report relate to a specific strategic direction or project identified in the Community Strategic Plan? Please indicate section number and/or any priority projects identified in the plan. Page 778 of 876 OPD 23-14 Page 5 of 5 Goal – Within the community, Tillsonburg will strive to offer residents the amenities, services and attractions they require to enjoy balanced lifestyles. Strategic Direction – Facilitate the enhancement and diversification of retail and dining opportunities in the downtown. Priority Project – Short Term - Property standards review & enforcement plan Goal – The Town of Tillsonburg will strive for excellence and accountability in government, providing effective and efficient services, information, and opportunities to shape municipal initiatives. Strategic Direction – N/A Priority Project – N/A ATTACHMENTS: - Proposed Lot Maintenance By-law - Public Engagement Notice - By-Law Fact Sheet Page 779 of 876 Page 1 of 21 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023-___ Lot Maintenance By-Law A By-law to provide for the cleaning and clearing of land; clearing of refuse, dead & decayed trees, graffiti; storage of commercial motor vehicles & recreational vehicles, and yard sales. WHEREAS Section 8 of the Municipal Act, 2001 provides that a Municipality has the rights, powers and privileges of a natural person, for the purpose of exercising its authority under this or any other Act; AND WHEREAS Section 11 of the Municipal Act, 2001 provides that a Municipality may pass by-laws respecting matters within the sphere of jurisdiction of Drainage and Flood Control, Waste Management, Fences, Health, Safety and Well-being of the inhabitants of the municipality; AND WHEREAS Section 122 of the Municipal Act, 2001 provides that a local Municipality may require the Owners and occupants of buildings to remove snow and ice from the roofs of the buildings and may regulate when and how the removal shall be undertaken. AND WHEREAS Section 122 (2) (a) (b) of the Municipal Act, 2001 provides that local Municipality may enter at any reasonable time upon Land to remove snow and ice, from the roofs of unoccupied buildings; and from private sidewalks between a highway, including a highway of an upper-tier Municipality and the Province of Ontario, and the main entrance of a building. AND WHEREAS Section 122 (3) of the Municipal Act, 2001 provides that a Municipality may recover the costs under clause (2) (a) incurred by the Municipality from the Owners of the buildings by action or by adding the costs to the tax roll and collecting them in the same manner as taxes. AND WHEREAS Section 127 (a) of the Municipal Act, 2001 provides that a Municipality may require the Owner or occupant of Land to clean and clear the Land, not including buildings, or to clear Refuse or debris from the Land, not including buildings; AND WHEREAS Section 127 (b) of the Municipal Act, 2001 provides that a Municipality may regulate when and how matters required under the by-law may be done; AND WHEREAS Section 127 (c) of the Municipal Act, 2001 provides that a Municipality may prohibit the depositing of Refuse or debris on Land without the consent of the Owner or occupant of the Land; Page 780 of 876 By-Law 2023- Page 2 of 21 AND WHEREAS Section 127 (d) of the Municipal Act, 2001 provides that a Municipality may define “Refuse” for the purpose of the by-law; AND WHEREAS Section 128 of the Municipal Act, 2001 provides that a Municipality may prohibit and regulate with respect to public nuisances, including matters that, in the opinion of Council, are or could become or cause public nuisances, and it is the opinion of Council that the failure to clear Refuse and debris from Land is a public nuisance, including the spread of Vermin, use of Cargo Containers, Homeless Encampment s, dead & decayed trees, Graffiti , commercial Motor Vehicle s, snow & ice on buildings, and Yard sales; AND WHEREAS Section 391 of the Municipal Act, 2001 provides that a Municipality may impose fees or charges on any class of persons for services or activities provided or done by or on behalf of it, and which by-law may provide for interest charges and other penalties, including the payment of collection costs, for fees and charges that are due and unpaid; AND WHEREAS Section 425 of the Municipal Act, 2001, as amended, provides that a Municipality may pass by-laws providing that a person who contravenes a by-law of the Municipality is guilty of an offence; AND WHEREAS Section 426 (1) of the Municipal Act, 2001, as amended, states that no Person shall hinder or obstruct, or attempt to hinder or obstruct, any Person who is exercising a power or performing a duty under this Act or under a by-law passed under this Act. AND WHEREAS the Municipality may enact by-law provisions that (without limitation) impose fines, authorize orders to achieve compliance or discontinue contraventions, authorize inspections, authorize remedial work and provide for the collection of remediation costs, pursuant to Part XIV of the Municipal Act, including Sections 429, 435 - 438, 441.1 and 444 - 446; AND WHEREAS the Police Services Act, R.S.O. 1990, Section 15 authorizes the Municipality to appoint persons to enforce the by-laws of a Municipality and that Municipal Law Enforcement Officers are Peace Officers for the purpose of enforcing municipal by-laws; AND WHERE Section 61 of the Provincial Offences Act, RSO 1990, c P.33, Except where otherwise expressly provided by law, every person who is convicted of an offence is liable to a fine of not more than $5,000. BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: SECTION 1 - DEFINITIONS Page 781 of 876 By-Law 2023- Page 3 of 21 1.1 Definitions In this by-law, the following definitions shall apply: “Authorized Contractor” means a person or business that is hired to perform work or provide services on behalf of the Town. “Art Mural” means a mural depicting a scene or theme for a designated surface and location that has been approved including by the property Owner and deliberately implemented for the purposes of beautifying the specific location. “Border” means the Cleared Land between the side and/or rear property line and a Naturalized Area or wildflower meadow. “Buffer Strip” means a Border of a minimum of 3 ft. wide that delineates a wild flower meadow or Naturalized Area. “Building” means for the purposes of Graffiti removal includes but is not limited to a building, structure, object, fence, retaining wall, paved or sim ilarly finished surface, trailer, vehicle or waste container. (a) “Cargo Container” means an industrial, standardized reusable vessel that was originally, specifically or formerly designed for or used in the packing, shipping, movement or transportation of freight, articles, goods or commodities; and/or (b) designed for or capable of being mounted or moved on a rail car; and/or (c) designed for or capable of being mounted on a chassis or bogie for movement by truck-trailer or loaded on a ship. “Cleared” includes the removal of weeds or grass more than 20 centimetres (8 inches) in height and the removal of stock piles of soil or other aggregate material not required to complete the grading of the Lot on which the stock pile is located, and includes the draining, the treatment and/or the disposing of water on any property where there is a swimming pool which is a health or safety hazard, or is offensive odour or is a breeding place for mosquitoes; "Commercial Motor Vehicle " means a Motor Vehicle having attached thereto a truck or delivery body and includes ambulances, hearses, tow-trucks, motor buses, fire trucks and apparatus, motorized construction equipment, motorized farm vehicles or equipment (including farm tractors), tractor trailers or any part thereof which are used for hauling purposes. For the purposes of this by-law shall also include transport trailers. “Composting” means the biological degradation or breakdown of organic material into a dark soil-like material called humus; Page 782 of 876 By-Law 2023- Page 4 of 21 “Composting Container” means the holding unit used to store Yard, garden and household waste for the purpose of Composting; “Derelict Vehicle ” means any Motor Vehicle , tractor, trailer, truck camper, boat, demolition endurance vehicle, motorized snow vehicle, or any vehicle drawn, propelled or driven by any kind of power or any part thereof that is: inoperative by reason of removed wheels, battery, motor, transmission, or other equipment necessary for its operation; (a) not in roadworthy condition; (b) missing plates or Unlicensed for the current year; (c) in a state of disrepair or unsightly by reason of missing door, glass or other body parts. “Domestic Waste” means any article, thing, matter or effluent belonging to or associated with a residence, household or dwelling unit that appears to be waste material and includes but is not limited to the following classes of waste material : (a) grass clippings, tree cuttings, brush, leaves and garden Refuse; (b) paper, cardboard, clothing; (c) all kitchen and table waste, of animal or vegetable origin resulting from the preparation or consumption of food except any material of vegetable origin placed in a Composting Container; (d) cans, glass, plastic containers, dishes; (e) new or used material resulting from or for the purpose of construction, alteration, repair or demolition of any building or structure; (f) refrigerators, freezers, stoves or other appliances and indoor furniture; (g) furnaces, furnace parts, pipes, fittings to pipes, water or fuel tanks; (h) Unlicensed Motor Vehicle , inoperative Motor Vehicle , vehicle motor parts and accessories, vehicle tires mounted or unmounted on rims, and mechanical equipment; (i) Rubble, inert fill, fencing materials; (j) commercial shopping carts; (k) anything that appears to be abandoned, worthless, worn out and of no practical value, unsightly or not properly stored inside a building; “Garage Sale” means the sale by an occupant of a dwelling unit, on the Owner premises, of household goods belonging to such occupant and includes Yards sales. “Graffiti” includes one or more letters, symbols, figures, etchings, scratches, inscriptions, stains or other markings that disfigure or deface a Building. For greater certainty, does not include an Art Mural. “Homeless Encampment” means an outdoor location with a visible structure that can take many forms, such as Tents, shanties, and shacks that are not permanently Page 783 of 876 By-Law 2023- Page 5 of 21 attached to the ground and are being used to provide shelter for someone that has no fixed address. “Human Habitation” mean a place where you eat, sleep, or reside for permanent or temporary shelter. Industrial Waste means any article, thing, matter or effluent belonging to or associated with industry or commerce or concerning or relating to manufacture o r concerning or relating to any trade, business, calling or occupation that appears to be waste material and includes but is not limited to the following classes of waste material: (a) piping, tubing, conduits, cable, fittings or other accessories, or adjuncts to the piping, tubing, conduits or cable; (b) containers of any size, type or composition; (c) Rubble, inert fill; (d) mechanical equipment, mechanical parts, accessories or adjuncts to mechanical equipment; (e) articles, things, matter, effluent which are derived from or are constituted from or consist of agricultural, animal, vegetable, paper, lumber or wood products, mineral, metal or chemical products whether or not the products are manufactured or otherwise processed; (f) bones, feathers, hides; (g) paper or cardboard packaging or wrapping; (h) material resulting from, or as part of, construction or demolition projects; (i) Unlicensed Motor Vehicle , inoperative Motor Vehicle , vehicle motor parts and accessories, vehicle tires mounted or unmounted on rims, and mechanical equipment; “Land” includes Yards, vacant Lots, or any part of a Lot which is not beneath a building and for the purpose of this by-law includes unenclosed decks, unenclosed porches, unenclosed balconies, unenclosed carports and unenclosed garages accessory to a residential use. “Land Registry Office” is a physical location in various cities across Ontario where you can register and search official property records using Ontario’s land registration system. These records include documents such as titles, deeds and mortgages. Documents are registered and certified in the Land Registry Office (LRO) specific to the geographic location of the property. “Lot” means: (a) A parcel of Land with a boundary defined by an original survey or by a registered plan of subdivision, unless such registered plan of subdivision is designed by a by-law passed pursuant to subsection 50(4) of the Planning Act, R.S.O. 1990, c.P.13; or Page 784 of 876 By-Law 2023- Page 6 of 21 (b) A parcel or tract of Land with a different registered Owner (or registered Owners) of from adjacent Lands “Motor Vehicle” includes an automobile, a motorcycle, a motor-assisted bicycle unless otherwise indicated in the Highway Traffic Act, RSO 1990, and any other vehicle propelled or driven otherwise than by muscular power, but does not include a street car or other Motor Vehicle running only upon rails, a power-assisted bicycle, a motorized snow vehicle, a traction engine, a farm tractor, a self -propelled implement of husbandry or a road-building machine. “Municipal property” means property owned by or under the control of the Town of Tillsonburg or any of its agencies, boards or commissions, including public highways and Tillsonburg Hydro Inc. property. “Municipality” shall have the same meaning as Town in this by-law. “Natural Garden” means a defined area of vegetation that has been deliberately planted or cultivated with species of wildflowers, shrubs, perennials, ornamental grasses or combination of them consistent with a maintained and natural Landscape other than regularly mown grass but does not include a Naturalized Area. “Naturalized Area” means native natural areas that are not typically located in a developed portion of common Yards; including but not limited to ravines, zoned open space, environmental protection or future development under the Zoning By- law. “Obstruct” means to hinder, attempt to restrict access, intimidate, or prevent an Officer or an Authorized Contractor in the enforcement of the by-law; “Officer” means a Police Officer, or Municipal Law Enforcement Officer of the Town of Tillsonburg; “Order” means Order to discontinue activity or work Order under this by-law. “Owner” means a registered Owner of the Land, or any Person in control of Land, including (without limitation) a lessee or an occupant thereof. “Person” means an individual, firm, proprietorship, partnership, association, syndicate, trust, corporation, department, bureau, and agency; and includes an Owner. “Private Drain” means a drain or sewer or part thereof situated on Private Property. “Private Property” means Land owned by a private Person or party and not by the government or not for public usage. Page 785 of 876 By-Law 2023- Page 7 of 21 “Rear Yard” mean a rear extending across the full width of the Lot between the rear Lot line of the Lot and the nearest part of any excavation or main building on the Lot exclusive of the exterior side Yard. “Refuse” means any article, thing, matter, substance or effluent that: has been cast aside, discharged or abandoned or; is discarded from its usual and intended use or; is used up, in whole or in part, or expended or worn out in whole or in part; and shall include but not limited to Domestic Waste and Industrial Waste; and that Domestic Waste and/or Industrial Waste does not cease to be Refuse by reason that it may be commercially saleable or recyclable; "Recreational Vehicle" means any vehicle used for recreational purposes such as motor homes, camping trailers, boats, snowmobiles, or any unit designed to be towed by a Motor Vehicle for the purpose of transporting materials or things. “Rubble” means broken concrete, bricks, broken asphalt, patio or sidewalk slabs. “Sewage” includes any liquid waste containing human, vegetable, animal or mineral matter, waste that is in suspension whether domestic or industrial or any other waste whether in suspension or precipitated, but does n ot include roof water or storm run-off “Sight Triangle” means the triangular space formed by the intersecting edge of pavement lines of a corner Lot and a line drawn from a point on one (1) of the said edge of pavement lines to a point on the other said edge of pavement line, each said point being measured a 9 m (29.5 ft.) from the point of intersection of the said edge of pavement. “Tent” means a portable shelter designed for Human Habitation and excludes an event tent. “Temporary Barrier” means a temporary enclosure to prevent access and secure the site. “Town” means the Corporation of the Town of Tillsonburg; “Unlicensed” mean the lack of a currently validated permit for the Motor Vehicle within the meaning of the Highway Traffic Act, displayed on the Motor Vehicle; “Unmaintained” means failing to perform activities such as but not limited to: mowing, trimming, controlling pests/ vermin and weeds, and removing debris from the Yard. "Vermin” include rats, and mice. “Yard” means the Land within the boundary lines of a property not occupied by a principal building, if any, includes grounds or vacant property. Page 786 of 876 By-Law 2023- Page 8 of 21 Section 2 GENERAL PROVISIONS 2.1 Administration – by By-law Enforcement Department This by-law is administered by the By-law Enforcement Department of the Town. 2.2 Land –drained – Owner responsibility Every Owner shall keep their Land drained according to the following provisions: (a) keep all private drain in good repair; and (b) free from depositing water or Sewage to adjacent properties unless and approved drainage plan. 2.3 Excavations – filled – exception – enclosed by barrier Every Owner shall fill any excavation on the Land unless it is enclosed completely by a Temporary Barrier at least 1.2 m (4 ft.) in height. 2.4 Water – exceeding 0.3 m (1 ft.) – drained exception Every Owner of excavated Lands shall ensure that accumulations of water that exceed 0.3 m (1 ft.) in depth are enclosed by a Temporary Barrier of at least 1.2 m (4 ft.) in height unless such water constitutes a storm water management pond approved by the Town. 2.5 Land - Cleared (Grass/ Water) Every Owner shall keep their Land Cleared. 2.6 Land – clean and free of Refuse Every Owner shall keep their Land clean and free of Refuse. 2.7 Swimming pool – maintained Every Owner shall keep or maintain the water in a swimming pool in a condition which is not a health or safety hazard, or is offensive odour, or can be a breeding place for mosquitoes. 2.8 Land – removal of Refuse Every Owner shall remove Refuse from their Land. 2.9 Refuse – containment and location Page 787 of 876 By-Law 2023- Page 9 of 21 Every Owner shall ensure that all Refuse which accumulates on their property when not placed out for collection shall be in accordance with the following provisions: (a) in containers: i) made of rigid, watertight construction; ii) provided with a tight fitting cover, which may be removed only when the container is empty or is being actively loaded; iii) maintained in good condition without holes or spillage; iv) closed, or emptied, rinsed and cleaned when not in use, to prevent the escape of offensive odour or waste; and v) located in the side or Rear Yard against a building, structure, fence or retaining wall and arranged in an orderly manner. (b) not permitted to accumulate longer than 14 days. 2.9.1 Refuse –Collection Every Owner shall ensure that all Refuse is placed in a plastic bag or recycling bin for collection at the curb in accordance with the following provisions; (a) Must be placed on the curbside no earlier than 7:00 am on collection day; (b) Must have a valid County of Oxford Garbage Bag Tag for each garbage bag; (c) Must be located in front of the property on the boulevard no more than 1 m (3.2 ft.) from the curb or road; (d) Garbage bags must not be torn; (e) Torn garbage bags is the responsibility of the Owner to remove; and (f) Garbage bags shall not exceed 20 kg (44 lbs.). 2.10 Refuse – contained within bins or exterior bulk storage containers Every Owner where an exterior bin or bulk storage container disposal system with the capacity of 8 cubic Yards or less is used shall ensure that the containers are in accordance with the following requirements: (a) equipped with covers or similar devices which shall be readily operable but not left open except when actively being loaded; (b) large enough to contain all waste generated between collections by the occupants served; (c) not loaded beyond the top of the container ;and (d) closed, or emptied, rinsed and cleaned when not in use, to prevent the escape of offensive odour or waste. 2.11 Graffiti – removal Page 788 of 876 By-Law 2023- Page 10 of 21 Every Owner shall clean the exterior of any building, structure, erection or object on their property to remove Graffiti. 2.11.1 Graffiti – building, structure, erection or object – definition For the purposes of sections 2.11 and 3.11, “building, structure or object” includes but is not limited to a fence, retaining wall, paved or similarly finished surface, trailer, vehicle or waste container. 2.12 Composting All Composting shall be carried out by the Owner of the Land in accordance with the following requirements: (a) Composting shall take place only in a container or digester (b) Composting shall take place in the Rear Yard of a property; (c) Composting shall be at least 0.6 m (2 ft.) from any property line; (d) Composting shall not take place within a swale; (e) The composter or compost pile shall be no larger than 4.5 cubic meters, in a residential zone or abutting a residential zone; (f) A compost container or pile must be covered at all times, in a residential zone or abutting a residential zone, except when being emptied, or filled; (g) Organic materials placed in composter shall be kept covered with Yard waste, soil, or humus; (h) The compost shall emit no offensive odour and it shall not be allowed to attract or harbour any Vermin; and (i) The Composting shall take place on the property of the Person owning, having charge of or harboring the composter or compost pile. (j) The compost shall emit no offensive odour and it shall not be allowed to attract or harbour any Vermin; and (k) The Composting shall take place on the property of the Person owning, having charge of or harboring the composter or compost pile. 2.13 Vermin Control Every Owner shall ensure Land is maintained and free from Vermin or conditions that may promote an infestation at all times. 2.14 Fences Every Owner shall ensure fences are maintained in a safe condition and in good repair. 2.15 Sight Triangle Every Owner shall ensure hedges, plants, branches and signs located within the Sight Triangle do not exceed 0.6 m (2ft.) in height. Page 789 of 876 By-Law 2023- Page 11 of 21 2.16 Garage Sale Garage Sales shall be held in accordance with the following requirements: (a) Only two (2) Garage Sales may be conducted per calendar year; (b) Each Garage Sale must not exceed three (3) consecutive days; (c) Must be during daylight hours; and (d) Signs must be in accordance with the Towns Sign By-law. 2.17 Commercial Motor Vehicles No Person shall use any Lot, building or structure in a Residential or Entrepreneurial Zone for the parking or storage of any Commercial Motor Vehicle unless the vehicle is under 3.7 m (12.1 ft.) in height and under 7.0 m (23.0 ft.) in overall length, and shall have a single axel. 2.18 Cargo Containers Cargo Containers on all Lands shall be kept in accordance with the following requirements and shall only be located in an Industrial Zone; (a) Is only permitted on a property no more than thirty (30) days after a sale of a property or in support of an active construction project provided: i) it will not cause risk to the health or safety of any Person; ii) it will be maintained in such a manner as to not become offensive odour or attract rodents or Vermin; and iii) it will be removed forthwith, following completion of the project. 2.19 Tents Tents are permitted on residential property provided they are kept in accordance with the following requirements; (a) Only two (2) camps are permitted per calendar year; (b) Each camp must not exceed of five (5) consecutive days; and (c) Must have access to washroom facilities. (d) Must be located in Rear Yard only. (e) Must be an invited guest from the Owner of the property. 2.19.1 Tents – Homeless Encampment A Homeless Encampment is not permitted on any Lands and shall be removed by the Owner of the property within seven (7) calendar days. Page 790 of 876 By-Law 2023- Page 12 of 21 2.20 Recreational Vehicle- Human Habitation Recreational Vehicle used for Human Habitation shall be used in accordance with the following requirements; (a) Only two (2) times per calendar year; (b) For period not exceeding five (5) consecutive days; (c) Must be located on hard surface; (d) On Residential Zoned property; and (e) Must be an invited guest from the Owner of the property. 2.20.1 Storage of Recreation Vehicles Every person who stores a Recreational Vehicle in a residential zone shall comply with the following provisions: (a) Not more than two (2) Recreational Vehicles shall be stored outside. When a Recreational Vehicle is kept on a trailer, the Recreational Vehicle and trailer shall be counted as one (1) Recreational Vehicle. (b) The Recreational Vehicle shall not exceed be 3.7 m (12.1 ft.) in height measured from grade to the highest point of the Recreational Vehicle. (c) The Recreational Vehicle must be in operable condition and not under repair/ alteration. (d) Recreational Vehicles shall not be stored within 7.5 m (24.6 ft.) of the property line in the Front Yard and 1 m (3.28 ft.) of the property line in the Rear or Side Yard between November 1st to April 14th. (e) Recreational Vehicles may be parked on a driveway in the front or exterior side yard between April 15th and October 31st provided they are at least 2 m (6.65 ft.) from the pavement/ road finish and 1 m (3.28 ft.) away from the backside of the sidewalk. 2.21 Trees All Lands including vacant Lots shall be free of dead, decayed or damaged trees but not include a naturalize area. 2.22 Snow & Ice Snow & Ice shall be removed in accordance with the following requirements: (a) hazards from snow & ice on buildings; (b) storage shall not block or interfere with fire escapes; and (c) to provide safe passage. SECTION 3 - GENERAL PROHIBITIONS Page 791 of 876 By-Law 2023- Page 13 of 21 3.1 Land - Cleared (Grass/ Water) - fail to maintain No Person shall fail to keep Land Cleared. 3.1.1 Land – clean and free of Refuse - prohibited No Person shall fail to keep Land free of Refuse. 3.2 Land – not drained –from Land – prohibited No Person shall fail to keep Land drained in accordance Section 2.2 of this by-law. 3.3 Excavation – failure to enclose – prohibited No Person shall fail to enclose an excavation with a Temporary Barrier at least 4 ft. in height. 3.4 Water – deep exceeding 0.3 m (1 ft.) – failure to drain – prohibited No Person shall fail to drain an accumulation of water exceeding 1 ft. in depth. 3.5 Private Property – Refuse –deposit on No Person shall deposit Refuse on Private Property without first obtaining permission from the property owner. 3.6 Town property – Refuse – deposit on No Person shall deposit Refuse on municipal property without lawful authority. 3.7 Water in swimming pool – fail to maintain No Person shall fail to maintain the water in a swimming pool in accordance with section 2.7 of this by-law. 3. 8 Refuse – containment and location No Person shall fail to contain Refuse or locate Refuse containers in accordance with Section 2.9 of this by-law. 3.9 Refuse –Collection No Person shall fail to dispose of Refuse in accordance with Section 2.9.1 of this by- law. 3.10 Refuse – contained within bins or exterior bulk storage containers Page 792 of 876 By-Law 2023- Page 14 of 21 No Person shall fail to use bins or bulk storage units to contain Refuse in accordance with Section 2.10 of this by-law. 3.11 Graffiti - removal No Person shall fail to remove Graffiti from buildings, structures, or objects on the Land in accordance with Section 2.11 & 2.11.1 of this by-law. 3.12 Composting – fail to maintain No Person shall fail to maintain Composting in accordance with Section 2.12 of this by- law. 3.13 Vermin Control – prohibited No Person shall fail to keep Land free from Vermin or conditions that may promote an infestation. 3.14 Fence – fail to maintain No Person shall fail to maintain fence in a safe condition and in good repair. 3.15 Sight Triangles – fail to maintain No Person shall fail to maintain hedges, plants, branches and or locate sign within the Sight Triangle. 3.16 Commercial Motor Vehicle - prohibited No Person shall allow Commercial Motor Vehicle in a Residential or Entrepreneurial Zone. 3.17 Cargo Containers – prohibited Every person shall keep Cargo Containers according to the requirements set out in Section 2.18 of this by-law. 3.18 Tents – prohibited Every person shall keep Tents according to requirements set out in section 2.19 of this by-law. 3.19 Tents – Homeless –prohibited No Person shall permit Homeless Encampment on Private Property. Page 793 of 876 By-Law 2023- Page 15 of 21 3.20. Recreational Vehicle- Human Habitation - prohibited No Person shall permit a Recreational Vehicle for Human Habitation except in accordance with requirements in Section 2.20 of this by-law. 3.21 Storage of Recreation Vehicles Every person shall keep the storage of recreational vehicles according to the requirements set out in section 2.20.1 of this by-law. 3.22 Trees – removal No Person shall allow dead, decayed or damaged trees on Land. 3.23 Snow & Ice – fail to maintain Every person shall maintain snow & Ice in accordance with the requirements set out Section 2.21 of this by-law. 3.24 Obstruct of Officer – prohibited No Person shall Obstruct an Officer in the enforcement of this by-law. 3.24.1 Obstruct Authorized Contractor – prohibited No Person shall Obstruct an Authorized Contractor working under the direction of an Officer. 3.25 Contravention of Order No Person shall fail to comply with a Work Order or an Order to Discontinue Activity. SECTION 4 - EXEMPTIONS 4.1 Excavations – construction site – exemption Section 2.3 of this by-law does not apply to Land on which construction is proceeding under a valid building permit. 4.2 Swimming pools – natural bodies of water – exemption Section 2.4 of this by-law does not apply to natural bodies of water or lawfully maintained swimming pools. 4.3 Naturalized Areas – exemption Page 794 of 876 By-Law 2023- Page 16 of 21 Naturalized Areas must be in accordance with the following requirements: (a) Section 2.5.1 of this By-law does not apply to a Naturalized Area; (b) Any portion of a Lot that was originally developed, graded, and Landscaped shall not be permitted as a Naturalized Area in Order to circumvent Section 2.5.1; and (c) Shall not encroach within the buffer strip. 4.4 Natural Gardens – exemptions All Natural Gardens are permitted but must be in accordance with the following requirements: (a) Shall not be left in an Unmaintained state; (b) Does not encroach above or onto any adjacent property; (c) Where any Natural Garden is located within a Sight Triangle it must not between the 0.6 m (2 ft.) and 3 m (9.8 ft.) in height; and (d) Shall not encroach within the buffer strip. 4.5 Containment and location – exemption Section 2.9 of this by-law does not apply to Land on which construction is proceeding under a valid building permit, or where a building is undergoing an active renovation, or where an approval under the Site Plan Control Area By-law has been obtained that includes containment and location of garbage. 4.6 Contained within bins or exterior bulk storage containers – exemption Section 2.10 of this by-law does not apply to Land on which construction is proceeding under a valid building permit, or where a building is undergoing an active renovation, or where an approval under the Site Plan Control Area By-law has been obtained that includes containment and location of garbage. SECTION 5 - INSPECTION 5.1 Officer – entry to inspect A Municipal Law Enforcement Officer designated to perform inspections pursuant to this by-law may at all reasonable times, enter onto Land for the purposes of inspection of the Land. 5.2 Town – bring property to compliance Where the Town proceeds pursuant to section 9.4 of this by-law, a Municipal Law Enforcement Officer may enter onto the Lands accompanied by any Person under his Page 795 of 876 By-Law 2023- Page 17 of 21 or her direction, and with the appropriate equipment as required, to bring the property into compliance with this by-law. SECTION 6 - ORDER TO DISCONTINUE ACTIVITY & WORK ORDER 6.1 Order to Discontinue Activity If a Municipal Law Enforcement Officer is satisfied that this by-law has been contravened, the Officer may make an Order, known as an Order to Discontinue Activity, requiring the Person who contravened the by-law, or who caused or permitted the contravention, or the Owner or occupier of the Land on which the contravention occurred, to discontinue the contravention. 6.2 Order to Discontinue Activity - particulars An Order to Discontinue Activity shall set out: (a) the municipal address of the property or legal description of the Land on which the contravention occurred; (b) the date of the contravention; (c) the reasonable particulars of the contravention of the by-law; and (d) a deadline, being a specific date, for compliance with the Work Order. 6.3 Order to Discontinue Activity - service The Order to Discontinue Activity may be served personally on the person to whom it is directed, sent by e-mail, or sent by regular mail to the last known address of that person, in which case it shall be deemed to have been given on the fifth day after it is mailed. Service on a corporation can be effected by registered mail to the corporate mailing address 6.4 Work Order – contravention of by-law If a Municipal Law Enforcement Officer is satisfied that a contravention of the by- law has occurred, the Municipal Law Enforcement Officer may make an Order, known as a Work Order, requiring the Person who contravened the by-law or who caused or permitted the contravention or the Owner or occupier of the Land on which the contravention occurred to do the work to correct the contravention. 6.5 Work Order - contents The Work Order shall set out: (a) the municipal address of the property or legal description of the Land on which the contravention occurred; (b) the date of the contravention; Page 796 of 876 By-Law 2023- Page 18 of 21 (c) the reasonable particulars of the contravention of the by-law; (d) the date by which there must be compliance with the Work Order; and (e) a notice that if the work is not done in compliance with the Work Order by the deadline, the Town may have the work done at the expense of the Owner and the cost of the work may be recovered by adding the amount to the Owner’s tax roll. 6.6 Work Order – service The Work Order may be served personally on the person to whom it is directed, sent by e-mail, or sent by regular mail to the last known address of that person, in which case it shall be deemed to have been given on the fifth day after it is mailed. Service on a corporation can be effected by registered mail to the corporate mailing address. 6.7 Work Order – unable to effect service If the Town is unable to effect service on the Owner under section 6.6, it shall place a placard containing the terms of the Work Order in a conspicuous place on the Land and may enter on the Land for this purpose. The placing of the placard shall be deemed to be sufficient service of the Work Order. SECTION 7 - NOTICE – WAYS TO CONTACT Any notice pursuant to this By-law may be given in writing in any of the following ways and is effective: (a) on the date on which a copy is delivered to the Person to whom it is addressed; (b) on the third day after a copy is sent by registered mail to the Person’s last known address; (c) upon the conclusion of the transmission of a copy by facsimile to the Person’s last known facsimile number; or (d) upon the sending of a copy by email transmission to the Person’s last known email address. SECTION 8 - ADMINISTRATION, ENFORCEMENT, OFFENCES, PENALTY & FINE RECOVERY 8.1 Offence - Penalty – set fines Every Person who contravenes any of the provisions of this By-law is guilty of an offence and upon conviction is liable to a penalty pursuant to s. 61 of the Provincial Offences Act. 8.2 Penalty – Maximum Provincial Offences Page 797 of 876 By-Law 2023- Page 19 of 21 Every Person who contravenes any provision of this By-law is guilty of an offence under the provisions of the Provincial Offences Act, R.S.O 1990, c P.33, as amended, and is liable on conviction to a penalty not exceeding $5,000, exclusive of costs, subject to the provisions of the Act. 8.3 Authority to Establish Fines – Municipal Act Every Person who contravenes any of the provisions of this By-law is guilty of an offence and, pursuant to Section 429 of the Municipal Act, 2001, c. 25, as amended all contraventions of this By-law are designated as continuing offences. 8.4 Fines Transferred to Taxes Pursuant to section 441.1 of the Municipal Act, upon the request of a Municipality that has entered into a transfer agreement under Part X of the Provincial Offences Act, the treasurer of a local Municipality may add any part of a fine for a commission of a provincial offence that is in default under section 69 of the Provincial Offences Act to the tax roll for any property in the local Municipality for which all of the Owners are responsible for paying the fine and collect it in the same manner as municipal taxes. 8.5 Continuation – repetition – prohibited – by Order The court in which a conviction has been entered and any court of competent jurisdiction thereafter may make an Order prohibiting the continuation or repetition of the offence by the person convicted. SECTION 9 - FAIL TO COMPLY & COST RECOVERY 9.1 Fail to Comply Where a Person defaults in complying with a direction, requirement or Order under this By-law to do a matter or thing, the Municipal Enforcement Officer may, with such assistance from others as may be required, enter the Land on which the contravention occurred at any reasonable time, and carry out such direction, requirement or Order and all expenses will be the responsibility of the Person. 9.2 Recover Costs In accordance with section 446 of the Municipal Act, the Town may recover the costs from the Person directed, required or ordered to do a matter or thing under this By-law, by action or by adding the costs to the tax roll and collecting them in the same manner as property taxes, and such expenses shall include interest at a monthly rate of 1.25 percent and or annual rate of 15 percent. Page 798 of 876 By-Law 2023- Page 20 of 21 (a) For the purposes of subsection 9.2, interest shall be calculated for the period commencing the day the Town incurs the expenses and ending on the day the expenses including the interest are paid in full. 9.3 Land Registry – Register Lien The amount of the expenses, including interest, constitutes a lien on the Land upon the registration in the proper Land Registry Office of a notice of lien. 9.3.1 Land Registry –Discharge Lien Upon receiving payment of all expenses payable plus interest accrued to the date of payment, the Town shall register a discharge of the lien in the proper Land Registry Office. 9.3.2 Land Registry - Fee The Person will be responsible to pay fee under the Rates & Fees By-law for the registration and discharge from the Land Registry Office. 9.4 Removal Where any of the matters or things are removed in accordance with section 9.1 of this by-law, the matters or things may be immediately disposed of by a Municipal La w Enforcement Officer or Person assisting with the cleanup. SECTION 10 - FEES AND CHARGES 10.1 Authority All expenses will be recovered with interest in relation to the administration and Enforcement of this By-law under The Municipal Act 2001, S.O. 2001, c. 25, as amended Section 446 (3) & (5). 10.2 Recovery - Staff Time Where action is required on the behalf of the Town the Person responsible will pay rates calculated under the Rates & Fees By-law for each staff members time accumulated. 10.3 Cost of Orders & Administrative Fees The Person will be responsible to pay rates calculated under the Rates & Fees By-law for the cost of Orders and administrative fees. SECTION 11 - SEVERABILITY Page 799 of 876 By-Law 2023- Page 21 of 21 In the event that any provision or part of this By-Law is found to be invalid or unenforceable for any reason whatsoever, then the particular provision or part thereof shall be deemed to be severed from the remainder of the By-Law and all other provisions or parts thereof shall remain in full force and shall be valid and enforceable to the fullest extent permitted by law. SECTION 12 - SHORT TITLE This By-law may be cited as the "Lot Maintenance By-Law" SECTION 13 - REPEALED BY-LAWS & FORCE IN EFFECT That By-law 3810 and Amending By-Laws 2021-085 and 2021-092 be and are hereby repealed; That this by-law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27th day of MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27th day of MARCH, 2023. ___________________________ MAYOR – Deb Gilvesy ______________________________ CLERK – Tanya Daniels Page 800 of 876 January 25, 2023 NOTICE OF PUBLIC ENGAGEMENT January 25, 2023 to February 20, 2023 REPEALING CLEAN YARDS BY-LAW 3810 & REPLACING IT WITH LOT MAINTENANCE BY-LAW #### (Town of Tillsonburg) The Town of Tillsonburg strives to ensure that the public is involved in all aspects of developing a safe, healthy and happy community. The Town’s current Clean Yard By-law 3810 regulates yard maintenance standards within Town limits. It was last reviewed and adopted by Town of Tillsonburg Council on August 9, 2021. While the current by-law regulates yard maintenance standards within Town limits, it does not address emerging issues such as fences, snow/ice on buildings, vermin, dead trees, storage of recreational vehicles, use of tents, graffiti, sight triangles, commercial vehicle storage, use of storage containers, dumping, and refuse collection. It also does not include set fine provisions. A complete review and rewrite of the by-law has now been completed. Many of the provisions from the previous Clean Yard By-law have been incorporated into the new Lot Maintenance By-law. In addition, offences that are found in the Property Standards By-law 3638, Snow/Ice/Dirt/Litter Removal By-law 2189, and Zoning By- law 3295 have also been included. The purpose of these additions is to speed up the timeline for by-law officers to be able to address matters, allow remedial provisions, and reduce the need for mandatory court appearances. A copy of the proposed Lot Maintenance By-law No, along with supporting material is available for review between 8:00 a.m. and 4:30 p.m., Monday to Friday, at the Town of Tillsonburg Customer Service Centre (10 Lisgar Ave) and on the Town of Tillsonburg website. Page 801 of 876 Page 2 of 2 If you have any questions or comments regarding the draft by-law, please call 519- 688-3009 ext. 4604 or submit written inquiries/comments by email to mrussell@tillsonburg.ca on or before February 20, 2023. Mark Russell Building & By-law Enforcement Supervisor Building/By-Law Services Town of Tillsonburg Customer Service Centre 10 Lisgar Ave Tillsonburg, ON N4G 5A5 Phone: 519-688-3009 x 4604 E-mail: mrussell@tillsonburg.ca www.tillsonburg.ca ATTACHMENTS - Lot Maintenance By-law - Fact Sheet - Proposed Lot Maintenance By-Law #### Page 802 of 876 Lot Maintenance By-Law #### – FACT SHEET Item Changes Definitions and Interpretation (Section 1) Renamed from “Clean Yards By-law to Lot Maintenance By-law” New definitions added to provide clarity to by-law changes which include: Buffer Strip, Cargo Container, Commercial Vehicle, Homeless Encampment, Human Habitation, Municipal Property, Private Property, Recreational Vehicle, Sight Triangle, Tent, Temporary Barrier, and Unmaintained. General Provisions (Section 2) Refuse containment and location standards. (Similar to Property Standards B-law) Refuse collection standards outlining time of collection, must have tags, location, and weight. (Mirrors the Oxford County collection standards) Refuse containment for exterior bulk storage. Graffiti provisions requiring owner to remove from building, structures, paved surfaces, fences and waste containers. (Mirrors the Graffiti By- Law) Fences will be in good repair. Garage Sales, 2 per calendar year, no more than 3 consecutive days, Page 803 of 876 Page 2 of 3 must follow sign by-laws. (Mirrors the Zoning By-law) Site Triangles must be clear. Commercial vehicle restrictions (Mirror the Zoning by-law. Cargo containers, only permitted in industrial zone, or permitted on a property no more than thirty (30) days after a sale of a property or sixty (60) days in support of a construction project. Tents on residential properties. Homeless encampments must be removed within 7 days. Human Habitation in Recreation Vehicles. (Mirrors the Zoning By- law) Storage of Recreational vehicle (Mirrors the Zoning By-law) Tree’s must not be dead/ decayed/ damaged. Snow & Ice hazards must be removed from buildings, and clear passage shall be provided. General Prohibitions (Section 3) Making penalities for offences for General Provisions found in section 2. Exemptions (Section 4) Excavations – construction site – exemption. Swimming pools – natural bodies of water – exemption.. Containment and location – exemption. Page 804 of 876 Page 3 of 3 Contained within bins or exterior bulk storage containers – exemption. Administration, Enforcement, Offences, Penalty & Fine Recovery (Section 8) Set fine provisions under Provincial Offences Act. Penalty provisions under Municipal Act allow for increased fines. Fines can be transferred to taxes. Fail to Comply & Cost Recovery (Section 9) Fee to Register/ Discharge Lien for order. Fees & Charges (Section 10) Recovery of staff time For additional information or to submit comments, contact: Mark Russell Building & By-law Enforcement Supervisor Building/By-Law Services Town of Tillsonburg 10 Lisgar Ave Tillsonburg, ON N4G 5A5 phone: 519-688-3009 x 4604 email: mrussell@tillsonburg.ca www.tillsonburg.ca Page 805 of 876 Page 1 of 2 Subject: RCP Land Acknowledgement Update Report Number: RCP 23-16 Department: Recreation, Culture & Parks Department Submitted by: Julie Columbus, Director of Recreation, Culture and Parks Meeting Type: Council Meeting Meeting Date: Monday, March 27, 2023 RECOMMENDATION THAT Report RCP 23-16 Land Acknowledgement Update be received as information. BACKGROUND In 2021, Tillsonburg Town Council adopted the following Indigenous Land Acknowledgment Statement. This statement is made at the introduction of civic celebrations, official events, Council meetings and presentations, and is included on significant Town of Tillsonburg documents: "In Tillsonburg, as we gather on the traditional territory of indigenous peoples, dating back countless generations, we acknowledge the Anishinaabek (Ah-nish-in-a-bek), Haudenosaunee (Ho-den-no-sho-nee) and Attawandaron (Add-a-won-da-run) peoples, showing respect for the long-standing relationships that Indigenous Nations have to this land, as they are the original caretakers." Council believes it is important to offer a land acknowledgement as a way to recognize, respect and honour this territory, the original occupants, their ancestors, and the historic connection they still have with this territory. DISCUSSION Recently, Council shared a concern that the mispronunciation of the Nations during the reading of the land acknowledgement by someone not well rehearsed could be considered offensive and wondered if the more appropriate option was to remove the names when necessary. Council asked staff to investigate and report back. Staff reached out to local First Nations in the area including the Six Nations and Mississauga of the Credit. The staff at each location shared that the preferred approach was for Council to attempt to say the Nations names during the land acknowledgement even if the enunciation was not correct. They felt the important part of the acknowledgement is that it is sincere and meaningful with each reading. Page 806 of 876 RCP 23-16 Page 2 of 2 Staff at the Mississauga of the Credit First Nations suggested that if a mispronunciation occurred that the individual could simply apologize demonstrating sincerity. On March 5th,the Director of RCP, attended a presentation at the Town of Ingersoll Council meeting by Cody Groat, Assistant Professor of History & Indigenous Studies at Western University, on the Truth and Reconciliation Commission’s 57th Call to Action. The information presented related to local history and residential schools that were located within the region. It was an opportunity to continue staff’s education on culture and Indigenous history of our area. The speaker was very knowledgeable and had offered to share his presentation with Tillsonburg’s Town Council at a future date in his professional capacity. CONSULTATION This report has been prepared in consultation with staff from the Six Nations, Mississauga of the Credit First Nations, and Director of Recreation, Culture & Parks Department. FINANCIAL IMPACT/FUNDING SOURCE N/A CORPORATE GOALS How does this report support the corporate goals identified in the Community Strategic Plan? ☐ Lifestyle and amenities ☒ Customer service, communication and engagement ☐ Business attraction, retention and expansion ☐ Community growth ☐ Connectivity and transportation ☐ Not Applicable Does this report relate to a specific strategic direction or project identified in the Community Strategic Plan? Please indicate section number and/or any priority projects identified in the plan. Goal – The Town of Tillsonburg will strive for excellence and accountability in government, providing effective and efficient services, information, and opportunities to shape municipal initiatives. Strategic Direction – Engage community groups, including advisory committees and service organizations, in shaping municipal initiatives. Priority Project – N/A Page 807 of 876 Page 1 of 3 The Corporation of the Town of Tillsonburg PARKS, BEAUTIFICATION AND CEMETERIES ADVISORY COMMITTEE February 28, 2023 4:15 p.m. Tillsonburg Cemetery MINUTES Present: Susan Saelens, Barb Waering Christine Vandenbussche, Isaac Card, Ron Walder, Martha Kirkpatrick, Wayne Beard, Karen Clipson, Joan Weston, Councillor Pete Luciani, Mayor Deb Gilvesy. Absent with Regrets: Maurice Verhoeve, Mike Dean. Also Present: Julie Columbus, Director of Recreation, Culture and Parks Matt Johnson, Manager of Parks and Facilities Margaret Puhr, Administrative Assistant, Recreation, Culture and Parks 1. Call to Order The meeting was called to order at 4:15pm. 2. Adoption of Agenda Resolution #1 Moved by: Sue Saelens Seconded by: Karen Clipson THAT the Agenda for the Parks, Beautification and Cemeteries Advisory Committee meeting of February 28, 2023, be adopted. Carried 3. Minutes of the Previous Meeting Page 808 of 876 Page 2 of 3 4. Orientation Amelia Jaggard, Deputy Clerk, was present to provide an orientation session. 5. Election of Chair and Vice-Chair Resolution #3 Moved by: Pete Luciani Seconded by: Karen Clipson THAT Wayne Beard be nominated as Chair of the Parks, Beautification and Cemeteries Advisory Committee. Carried Resolution #4 Moved by: Pete Luciani Seconded by: Joan Weston THAT Sue Saelens be nominated as Vice-Chair of the Parks, Beautification and Cemeteries Advisory Committee. Carried 6. Disclosures of Pecuniary Interest and the General Nature Thereof There were no disclosures of pecuniary interest declared. 7. Meeting Schedule Resolution #5 Moved by: Wayne Beard Seconded by: Isaac Card THAT the Parks, Beautification and Cemeteries Advisory Committee meet the last Tuesday of the month except July, August and December, at 4:30 p.m. Carried Meetings will be held at the Council Chambers, 200 Broadway, second floor. 8. General Business and Reports 8.1. Horticultural Society Presentation – to be included on the next meeting agenda. 8.2. Tillsonburg FC presentation Michael Papaioannou appeared before the committee at the direction of Council. Mr. Papaioannou provided an overview of the Tillsonburg Football Club’s request to the Town for improvements to Gyulveszi Park. Page 809 of 876 Page 3 of 3 Opportunity was provided for comments and questions. Mr. Papaioannou noted the Football Club is asking for financial assistance from the Town to fix the parking lot at Gyulveszi Park. The committee was supportive to the Football Club’s request for the Town to provide financial assistance to improve the parking at Gyulveszi Park. 8.3. Parks By-law The Town is currently drafting a Parks By-law. A draft will be brought forward to the committee for review and comment later this year. 8.4. Park signage update Staff provided an overview of wayfinding signage completed at Parks to date. The committee was supportive of the design as presented. 8.5. Update to Cemetery By-Law Staff presented the updated Cemetery By-Law to include hours of operations and genealogy requests which are by appointment only. Staff shared a proposal to repurpose the town kiosks to provide self initiated genealogy research. The Town is also investigating other methods to be available on line via the website and mobile app to administer genealogy requests. 8.6. Staff update Staff shared an update on the recent meeting with the Chair of the Horticultural Society and plans to host an appreciation BBQ and invited the PB&C Committee members. Staff are looking forward to working with the new committee members during the new term of Council. 9. Next Meeting March 28, at 4:30 p.m., Council Chambers, 200 Broadway, second floor. 10. Adjournment The meeting be adjourned at 5:41 p.m. Page 810 of 876 Page 1 of 3 The Corporation of the Town of Tillsonburg Recreation & Sports Advisory Committee March 2, 2023 5:00 p.m. Council Chambers MINUTES Present: Scott Vitias, Christy Milmine, Stephen Gradish, Carrie Lewis, Taylor Campbell, Scott Gooding, Christian Devlin, Joe Sym, Susie Wray, Councillor Chris Parker, Mayor Deb Gilvesy. Absent with Regrets: Andrew Gradish Also Present: Julie Columbus, Director of Recreation, Culture and Parks Andrea Greenway, Recreation Programs & Services Manager Margaret Puhr, Administrative Assistant, Recreation, Culture and Parks 1. Call to Order The meeting was called to order at 5:00pm. 2. Adoption of Agenda Resolution #1 Moved by: Chris Parker Seconded by: Scott Gooding THAT the Agenda for the Recreation & Sports Advisory Committee meeting of March 2, 2023, be adopted. Carried 3. Minutes of the Previous Meeting Page 811 of 876 Page 2 of 3 4. Orientation Amelia Jaggard, Deputy Clerk, was present to provide an orientation session. 5. Election of Chair and Vice-Chair Resolution #3 Moved by: Carrie Lewis Seconded by: Susie Wray THAT Chris Parker be nominated as Chair of the Recreation & Sports Advisory Committee. Carried Resolution #4 Moved by: Chris Parker Seconded by: Scott Gooding THAT Carrie Lewis be nominated as Vice-Chair of the Recreation & Sports Advisory Committee. Carried 6. Disclosures of Pecuniary Interest and the General Nature Thereof There were no disclosures of pecuniary interest declared. 7. Meeting Schedule Resolution #5 Moved by: Stephen Gradish Seconded by: Joe Sym THAT the Recreation & Sports Advisory Committee meet first Thursday of each month except July, August and December, at 5:30 p.m. Carried Meetings will be held at the Council Chambers, 200 Broadway, second floor. 8. General Business and Reports 8.1. Tillsonburg FC presentation Michael Papaioannou appeared before the committee at the direction of Council. Mr. Papaioannou provided an overview of the Tillsonburg Football Club’s request to the Town for improvements to Gyulveszi Park. Page 812 of 876 Page 3 of 3 Opportunity was provided for comments and questions. There was discussion regarding improvements to the parking lot and limiting the need for on-street parking. Mr. Papaioannou noted the Football Club is asking for financial assistance from the Town to fix the parking lot at Gyulveszi Park. The committee was supportive of the Football Club’s request for the Town to provide financial assistance to improve the parking at Gyulveszi Park. 8.2. Tennis Courts Resolution # 2023-004 Moved By: Councillor Rosehart Seconded By: Councillor Parsons THAT Council receives the delegation from Jim Donaldson as information; AND THAT the item be referred to the Recreation and Sports Advisory Committee for consideration. Information was provided regarding the items included in the delegation request. There was discussion regarding funding sources for various projects. 8.3. Waterpark building renovations Staff provided an overview regarding a project of renovations of the waterpark building to commence this spring. 8.4. Staff update Staff updated regarding new waterpark hours for the summer season. A recap of Family Day activities at the community centre was provided. Sponsored swims and skates will implement registration process during March break. Recreation guide for spring will be released on March 27, registration will open on March 29. Ice in Memorial rink is extended to end of April. Roller skating will be offered in the spring on the Memorial rink floor. 9. Next Meeting April 6, at 5:30 p.m., Council Chambers, 200 Broadway, second floor. 10. Adjournment The meeting was adjourned at 6:10 p.m. Page 813 of 876 Tillsonburg Police Services Board Minutes Date: January 18, 2023 T ime: 8:30 a .m. Location: Board Room Present: Larry Scanlan, Inspector Hymers, Mayor Gilvesy, Greg Horvath, Councillor Rosehart, Ann Loker, Becky Turrill Absent with Regrets: Also Present: 1. Call to Order The meeting was called to order at 8 :30 a.m. 2. Elections 2.1 Election of Officers -Board Secretary called for nominations for TPSB Chair L. Scanlan Nominated by: Mayor Gilvesy Seconded by: Councillor Rosehart With no additional nominations, L. Scanlan Elected as Board Chair for 2023 Election of Officers -Board Chair called for nominations for TPSB Vice Chair G. Horvath Nominated by: A. Loker Seconded by: Mayor Gilvesy With no additional nominations received, G. Horvath Elected as Board Vice Chair for 2023 3. Adoption of Agenda Resolut ion #1 Moved by: G. Horvath Seconded by: Councillor Rosehart THAT the Agenda as prepared for the Police Services Board meeting of January 18, 2023, be adopted. Carried 4. Disclosures of Pecuniary Interest and the General Nature Thereof There were no disclosures of pecuniary interest declared . 5. Adoption of Minutes of Previous Meeting Proposed Resolution #2 Page 814 of 876 Tillsonburg Police Services Board Date: January 18, 2023 Moved by: G. Horvath Seconded by: Mayor Gilvesy Page -2 -of 3 THAT the Police Services Board Meeting Minutes of December 14, 2023 be approved. Carried 6. Presentations/Deputations 6.1. Inspector Hymers presented December reports to the board . 7. General Business & Reports 7.1. Lisa Lanthier -Manager Human Services Oxford . Lisa discussed her role and resources availab le to the public . Areas discussed -Ontario Works, Child Care . HPP, Supportive Housing and Housing/Homelessness . 7 .2. False Alarm By-Law Resolution #3 Moved by: A. Loker Seconded by: G . Horvath THAT the Board request Council remove section regarding ability to appea l 7.3. Winter Parking Enforcement -3 Roads Supervisors have ability to write parking tickets. 7.4. RIDE Grant -funding has been received for 2 years. 7.5. Citizens Academy -Information session 1 Oweeks (2 hour sessions), discussion on policing. Must be 18+ years to participate 7.6. Outdoor Rink Issues -Discussion of current issues. Family Skate Party was a success. 7.7. High School Officers -City of London . Board discussed. 7 .8. OAP SB Member Portal -Chair to send information to Mayor G ilvesy 7.9.Zone 4 Dues Resolution #4 Moved by: A. Loker Seconded by: G. Horvath THAT the Board approves payment of annual dues up to $60.00 Page 815 of 876 Tillsonburg Police Services Board Date: January 18, 2023 8. Correspondence 9. Other Business 10.Next Meeting -Wednesday April 19, 2023 11.Adjournment Resolution #6 Moved by: Councillor Rosehart Seconded by: A. Loker Page -3 -of 3 THAT the January 18, 2023 Police Services Board meeting be adjourned at 9:45a.m . Carried TPSB Chair TPSB Secretary Page 816 of 876 Police Services Board Report December 2022 Oxford Detachment Page 817 of 876 Police Services Board Report for Tillsonburg 2022/Dec Public Complaints Policy 0 Service 0 Conduct 1 Date information collected from Professional Standards Bureau Commander Reports: 2023-01-10 Data Source Ontario Provincial Police, Professional Standards Bureau Commander Reports - Includes all public policy, service and conduct complaints submitted to the Office of the Independent Police Review Director (OIPRD) Secondary Employment Daily Activity Reporting Patrol Hours Total Hours 2022/Dec Number of Cruiser Patrol Hours 431.00 Number of Motorcycle Patrol Hours 0.00 Number of Marine Patrol Hours 0.00 Number of ATV Patrol Hours 0.00 Number of Snowmobile Patrol Hours 0.00 Number of Bicycle Patrol Hours 0.00 Number of Foot Patrol Hours 30.00 Number of School Patrol Hours 0.00 Data source (Daily Activity Reporting System) date: 2023/01/06 Staffing Updates Detachment Initiatives Number of Targeted Media Releases: Dec 2 - OPP Investigating Theft / Dec 5 - Impaired by Drug Charge Laid / Dec 6 - OPP Community Street Crime Unit Stops Vehicle - 3 People Charged / Dec 19 - Traffic Stop Results in Charges / Dec 19 - Driver Charged with Impaired / Dec 22 - Police Assistance and Administrative Hours / Dec 29 - Disturbance Results in Charges Crime and Traffic Campaigns/Initiatives:Festive RIDE (Nov 17 - Jan 2) Other: Community Services: Dec 10 - Auxiliary Food Drives / Dec 12 - Cops 4 Kids Christmas event // Auxiliary Hours: 131.75 total Detachment: 6S - OXFORD Location code(s): 6S00 - OXFORD Area code(s): 6208 - Tillsonburg Report Generated on: 10-Jan-23 3:04:49 PM PP–CSC–Operational Planning-4300 Page 818 of 876 2021 2022 % Change 2021 2022 % Change 0 0 N/C 1 1 0.0% 1 0 -100.0%5 13 160.0% 13 16 23.1%115 136 18.3% 14 16 14.3%121 150 24.0% Data Utilized Niche RMS All Offence Level Business Intelligence Cube Detachment: 6S - OXFORD Area:Tillsonburg Data source date: December 2022 Data contained within this report is dynamic in nature and numbers will change over time as the Ontario Provincial Police continue to investigate and solve crime. Police Services Board Report for 'Tillsonburg' Motor Vehicle Collisions Records Management System 2023/01/11 Motor Vehicle Collisions by Type Incidents December Year to Date December Fatal Personal Injury Property Damage Total 0 5 10 15 20 Fatal Personal Injury Property DamageIncidents 2021 2022 Page 819 of 876 Police Services Board Report for Tillsonburg Records Management System December - 2022 Violent Crime Actual December Year to Date - December 2021 2022 % Change 2021 2022 % Change Murder 0 0 --0 0 -- Other Offences Causing Death 0 0 --0 0 -- Attempted Murder 0 0 --0 0 -- Sexual Assault 2 1 -50.0%22 28 27.3% Assault 5 5 0.0%77 100 29.9% Abduction 0 0 --4 1 -75.0% Robbery 0 1 --2 2 0.0% Other Crimes Against a Person 3 6 100.0%46 61 32.6% Total 10 13 30.0%151 192 27.2% 0 1 2 3 4 5 6 Sexual Assau... Assault Robbery Other Crimes... 2021 2022Actual Property Crime Actual December Year to Date - December 2021 2022 % Change 2021 2022 % Change Arson 0 0 --0 1 -- Break & Enter 3 4 33.3%48 61 27.1% Theft Over 5 3 -40.0%30 37 23.3% Theft Under 35 11 -68.6%254 271 6.7% Have Stolen Goods 3 0 -100.0%5 7 40.0% Fraud 7 9 28.6%105 101 -3.8% Mischief 12 7 -41.7%104 114 9.6% Total 65 34 -47.7%546 592 8.4% 0 5 10 15 20 25 30 35 Break & Ente...Theft OverTheft UnderHave Stolen ...FraudMischief2021 2022Actual Drug Crime Actual December Year to Date - December 2021 2022 % Change 2021 2022 % Change Possession 0 2 --9 16 77.8% Trafficking 0 1 --13 5 -61.5% Importation and Production 0 0 --0 0 -- Total 0 3 --22 21 -4.5% 0 0 1 1 2 2 Possession Trafficking 2021 2022Actual Detachment: 6S - OXFORD Location code(s): 6S00 - OXFORD Area code(s): 6208 - Tillsonburg Data source date: Report Generated on: 2023/01/07 10-Jan-23 2:36:54 PM PP–CSC–Operational Planning-4300 Page 820 of 876 Police Services Board Report for Tillsonburg Records Management System December - 2022 Clearance Rate Clearance Rate December Year to Date - December 2021 2022 Difference 2021 2022 Difference Violent Crime 40.0%53.8%13.8%62.2%64.6%2.3% Property Crime 21.5%14.7%-6.8%15.2%17.4%2.2% Drug Crime --66.7%--50.0%76.2%26.2% Total (Violent, Property & Drug) 27.8%30.8%2.9%28.4%31.7%3.3% 0% 10% 20% 30% 40% 50% 60% 70% Violent Crim... Property Cri... Drug Crime Total (Viole... 2021 2022 Data contained within this report is dynamic in nature and numbers will change over time as the Ontario Provincial Police continue to investigate and solve crime. Data Utilized - Major Crimes - Niche RMS All Offence Level Business Intelligence Cube Detachment: 6S - OXFORD Location code(s): 6S00 - OXFORD Area code(s): 6208 - Tillsonburg Data source date: Report Generated on: 2023/01/07 10-Jan-23 2:36:54 PM PP–CSC–Operational Planning-4300 Page 821 of 876 Charge Monthly Total Total Year to Date Impaired 4 Speeding 2 Distracted Driving (Handheld Device, Careless Driving, etc)8 Seatbelt 2 Criminal Code Traffic (excluding Impaired)7 Criminal Code Non-Traffic 0 Moving Violations (Fail to Stop, Disobey Sign, Fail to Yield, Improper Turn, etc)8 Non-moving Violations (Licence plate, Insurance, etc) 13 Other Provincial Offence Statutes (Cannabis, Liquor, Trespass, etc)00 CMV (Half load, etc)00 Total (does not include warnings or bylaw)44 Bylaw tickets (parking, noise, etc)00 Warnings 45 Police Services Board Report for Criminal and Provincial Offences December 2022 TILLSONBURG Page 822 of 876 Calls For Service (CFS) Billing Summary Report Tillsonburg December - 2022 Billing Categories (Billing categories below do not match traditional crime groupings) 2022 2021 December Year to Date Time Standard Year To Date Weighted Hours December Year to Date Time Standard Year To Date Weighted Hours Violent Criminal Code 14 208 15.8 3,286.4 11 168 15.8 2,654.4 Property Crime Violations 37 613 6.4 3,923.2 65 570 6.4 3,648.0 Other Criminal Code Violations (Excluding traffic)15 149 7.5 1,117.5 8 137 7.5 1,027.5 Drug Possession 2 39 7.1 276.9 1 47 7.1 333.7 Drugs 1 7 68.0 476.0 0 17 68.0 1,156.0 Statutes & Acts 20 376 3.4 1,278.4 26 383 3.4 1,302.2 Operational 177 2,362 3.8 8,975.6 179 2,312 3.8 8,785.6 Operational2 57 514 1.4 719.6 42 466 1.4 652.4 Traffic 22 219 3.7 810.3 27 203 3.7 751.1 Total 345 4,487 20,863.9 359 4,303 20,310.9 Note to Detachment Commanders: ●The content of each report is to be shared by the Detachment Commander only with the municipality for which it was generated. The municipality may treat this as a public document and distribute it as they wish. ●All data is sourced from the Niche RMS application. Included are 'reported' occurrences (actuals and unfounded occurrences) for 'billable' occurrences ONLY. Data is refreshed on a weekly basis. ●The Traffic category includes motor vehicle collision (MVC) occurrences entered into Niche (UCR code 8521). MVCs are NOT sourced from the eCRS application for this report. ●Only the primary violation is counted within an occurrence. ●Time standards displayed are for the 2021 billing period. Note to Municipalities: ●Data contained within this report is dynamic in nature and numbers will change over time as the Ontario Provincial Police continues to investigate and solve crime. ●This report is NOT to be used for crime trend analysis as not all occurrences are included. ●Data groupings within this report do not match traditional crime groupings seen in other public reports such as the OPP Police Services Board reports or Statistics Canada reporting. Report Content Last Updated:Report generated on: 2023/01/07 10-Jan-23 2:34:56 PM Page 1 of 1 Page 823 of 876 1 Coordinator: O.P.P. Constable Patti Cote W.P.S. S/Pc Shaylyn Jackson E-mail: oxfordcs@execulink.com Web site: http: www.oxfordcrimestoppers.com To: Board of Directors, Crime Stoppers of Oxford Inc. Cc: Inspector Tony Hymers, Oxford OPP Staff Sgt Jen Ormsby, Oxford OPP Det/Sgt.Craig Murray, Woodstock PS Monthly Statistics for December 2022 23 Total Calls received this month. 13 Woodstock PS tips 9 OPP tips 1 Assigned/out to other Crime Stoppers programs or Agency 0 Not Assigned STATS FOR OPP: TIPS RECEIVED PER ZONE 5 for Tillsonburg 1 for Ingersoll 0 for Zorra 0 for Norwich 2 for South-West Oxford 1 for East Zorra-Tavistock 0 for Blandford-Blenheim Meetings/Events Attended This Month Multiple Christmas Parades Page 824 of 876 2 Awareness Media Relations: •Patti and Shaylyn prepare media releases and social media posts for Woodstock City and Oxford OPP which are picked up by local media outlets Fundraising: Jan, Laura and Patti continue to meet to discuss Art at the Inn Promotions: Upcoming Events Crime Stoppers Month Co-coordinator: OPP Cst. Patti Cote, WPS S/Pc Shaylyn Jackson Chairperson: Mr. Glen Blair Page 825 of 876 3 Statistics This Month YTD SI (1991) Tips Received 23 254 11366 Arrests 0 13 2050 WPS Arrests 0 9 n/a OPP Arrests 0 4 n/a Other Arrests (Immigration) 0 0 0 Web Tips 14 163 1838(2006) In-House 3 40 1653(2004) Call Centre 10 59 2430(2004) E-Transfer 1352 (2004) Cases Cleared Total Cleared 0 5 1,434 Total Charges Laid 0 52 2,828 WPS Charges 0 48 n/a OPP Charges 0 4 n/a Rewards Approved 0 3 1499 Property Recovered 0 0 $2,308,805 Narcotics recovered 0 1,200,000 $8,736,659 Total $11,045,464 Respectfully Submitted by Patti Cote, Shaylyn Jackson Police Co-coordinator Crime Stoppers of Oxford Oxford County O.P.P./Woodstock Police Service Page 826 of 876 Page 1 of 1 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023- A BY-LAW to amend By-Law 2020-091 being a by-law to adopt and maintain a policy with respect to the delegation of the Corporation of the Town of Tillsonburg’s powers and duties. WHEREAS paragraph 270(1)6 of the Municipal Act, 2001, S.O. 2001, c. 25 provides that a municipality shall adopt and maintain a policy with respect to the delegation of its powers and duties; AND WHEREAS it is deemed necessary and expedient to amend By-Law 2020-091; BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: 1. That By-Law 2020-091 section 9 be amended to add the following: Permanent patio requests on private property Clerk, or designate, to respond to AGCO Municipal Approval requirements, ensuring support from the Town’s Fire and Rescue Service, Health, Planning and Building have been received. 2. That these amendments to By-Law 2020-091 are hereby declared to be part of that by-law as if written therein. 3. That this by-law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27th day of MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27th day of MARCH, 2023. ___________________________ MAYOR – Deb Gilvesy ______________________________ CLERK – Tanya Daniels Page 827 of 876 Page 1 of 2 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023-___ A BY-LAW to amend By-Law 4019 being a by-law to regulate and control the granting of encroachments on highways and public land within the Town of Tillsonburg. WHEREAS The Municipal Act, 2001, S.O. 2001, c.25 (hereinafter the "Municipal Act, 2001") provides that a lower-tier municipality may pass by-laws within the following spheres of jurisdiction: Highways, including parking and traffic on highways at section 11 (3) 1; Culture, parks, recreation and heritage at section 11 (3) 5 and Structures, including fences and signs at section 11 (3) 7; WHEREAS it is deemed necessary and expedient to amend By-Law 4019; BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: 1. That By-Law 4019 Section 5 be amended to add the following: Seasonal Patio(s): Seasonal patio(s) shall be granted between the periods of April 15 through to October 31 of each year subject to the following criteria; A complete Encroachment Permit/Application; Said patio meets governing Standards and Requirements of AODA compliance, local design standards that are stamped and sealed by a Professional Engineer and encroachment program adherence; Approvals from the Town’s Engineering Department including reviews from Building, By-Law, Fire and Rescue Service, Public Works and Engineering departments, and Public Health; Valid Certificate of Insurance; and Applicable fees as per the Town’s current Rates and Fees By-Law. 2. That these amendments to By-Law 4019 are hereby declared to be part of that by-law as if written therein. Page 828 of 876 By-Law 2023- Page 2 of 2 3. That this by-law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27th day of MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27th day of MARCH, 2023. ___________________________ MAYOR – Deb Gilvesy ______________________________ CLERK – Tanya Daniels Page 829 of 876 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023- A BY-LAW to authorize a Transfer Payment Agreement for the purpose of receiving funds for the Fire and Rescue Services Fire Communications Public Safety Answering Points (PSAPs) transition. WHEREAS The Town of Tillsonburg deems it necessary and expedient to enter into a Transfer Payment Agreement for the purpose of receiving funds for the Fire and Rescue Services Fire Communications Public Safety Answering Points (PSAPs) transition. BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: 1. That the Transfer Payment Agreement attached hereto as Schedule A forms part of this By-Law; 2. That the Mayor and Clerk be hereby authorized to execute the Transfer Payment Agreement attached hereto as Schedule A on behalf of the Corporation of the Town of Tillsonburg; 3. That this by-law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27th day of MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27th day of MARCH, 2023. ___________________________ MAYOR – Deb Gilvesy _____________________________ CLERK – Tanya Daniels Page 830 of 876 Page 831 of 876 Page 832 of 876 Page 833 of 876 Deb Gilvesy Mayor Tanya Daniels Director of Corporate Services/Clerk Page 834 of 876 Page 835 of 876 Page 836 of 876 Page 837 of 876 Page 838 of 876 Page 839 of 876 Page 840 of 876 Page 841 of 876 Page 842 of 876 Page 843 of 876 Page 844 of 876 Page 845 of 876 Page 846 of 876 Page 847 of 876 Page 848 of 876 Sheena Pawliwec Director of Finance/Treasurer 200 Broadway, Unit 204, Tillsonburg, ON N4G 5A7 treasurer@tillsonburg.ca Tanya Daniels Director of Corporate Services/Clerk 200 Broadway, Unit 204, Tillsonburg, ON N4G 5A7 clerks@tillsonburg.ca Page 849 of 876 Page 850 of 876 Page 851 of 876 Page 852 of 876 Page 853 of 876 Page 854 of 876 Page 1 of 21 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023-___ Lot Maintenance By-Law A By-law to provide for the cleaning and clearing of land; clearing of refuse, dead & decayed trees, graffiti; storage of commercial motor vehicles & recreational vehicles, and yard sales. WHEREAS Section 8 of the Municipal Act, 2001 provides that a Municipality has the rights, powers and privileges of a natural person, for the purpose of exercising its authority under this or any other Act; AND WHEREAS Section 11 of the Municipal Act, 2001 provides that a Municipality may pass by-laws respecting matters within the sphere of jurisdiction of Drainage and Flood Control, Waste Management, Fences, Health, Safety and Well-being of the inhabitants of the municipality; AND WHEREAS Section 122 of the Municipal Act, 2001 provides that a local Municipality may require the Owners and occupants of buildings to remove snow and ice from the roofs of the buildings and may regulate when and how the removal shall be undertaken. AND WHEREAS Section 122 (2) (a) (b) of the Municipal Act, 2001 provides that local Municipality may enter at any reasonable time upon Land to remove snow and ice, from the roofs of unoccupied buildings; and from private sidewalks between a highway, including a highway of an upper-tier Municipality and the Province of Ontario, and the main entrance of a building. AND WHEREAS Section 122 (3) of the Municipal Act, 2001 provides that a Municipality may recover the costs under clause (2) (a) incurred by the Municipality from the Owners of the buildings by action or by adding the costs to the tax roll and collecting them in the same manner as taxes. AND WHEREAS Section 127 (a) of the Municipal Act, 2001 provides that a Municipality may require the Owner or occupant of Land to clean and clear the Land, not including buildings, or to clear Refuse or debris from the Land, not including buildings; AND WHEREAS Section 127 (b) of the Municipal Act, 2001 provides that a Municipality may regulate when and how matters required under the by-law may be done; AND WHEREAS Section 127 (c) of the Municipal Act, 2001 provides that a Municipality may prohibit the depositing of Refuse or debris on Land without the consent of the Owner or occupant of the Land; Page 855 of 876 By-Law 2023- Page 2 of 21 AND WHEREAS Section 127 (d) of the Municipal Act, 2001 provides that a Municipality may define “Refuse” for the purpose of the by-law; AND WHEREAS Section 128 of the Municipal Act, 2001 provides that a Municipality may prohibit and regulate with respect to public nuisances, including matters that, in the opinion of Council, are or could become or cause public nuisances, and it is the opinion of Council that the failure to clear Refuse and debris from Land is a public nuisance, including the spread of Vermin, use of Cargo Containers, Homeless Encampment s, dead & decayed trees, Graffiti , commercial Motor Vehicle s, snow & ice on buildings, and Yard sales; AND WHEREAS Section 391 of the Municipal Act, 2001 provides that a Municipality may impose fees or charges on any class of persons for services or activities provided or done by or on behalf of it, and which by-law may provide for interest charges and other penalties, including the payment of collection costs, for fees and charges that are due and unpaid; AND WHEREAS Section 425 of the Municipal Act, 2001, as amended, provides that a Municipality may pass by-laws providing that a person who contravenes a by-law of the Municipality is guilty of an offence; AND WHEREAS Section 426 (1) of the Municipal Act, 2001, as amended, states that no Person shall hinder or obstruct, or attempt to hinder or obstruct, any Person who is exercising a power or performing a duty under this Act or under a by-law passed under this Act. AND WHEREAS the Municipality may enact by-law provisions that (without limitation) impose fines, authorize orders to achieve compliance or discontinue contraventions, authorize inspections, authorize remedial work and provide for the collection of remediation costs, pursuant to Part XIV of the Municipal Act, including Sections 429, 435 - 438, 441.1 and 444 - 446; AND WHEREAS the Police Services Act, R.S.O. 1990, Section 15 authorizes the Municipality to appoint persons to enforce the by-laws of a Municipality and that Municipal Law Enforcement Officers are Peace Officers for the purpose of enforcing municipal by-laws; AND WHERE Section 61 of the Provincial Offences Act, RSO 1990, c P.33, Except where otherwise expressly provided by law, every person who is convicted of an offence is liable to a fine of not more than $5,000. BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: SECTION 1 - DEFINITIONS Page 856 of 876 By-Law 2023- Page 3 of 21 1.1 Definitions In this by-law, the following definitions shall apply: “Authorized Contractor” means a person or business that is hired to perform work or provide services on behalf of the Town. “Art Mural” means a mural depicting a scene or theme for a designated surface and location that has been approved including by the property Owner and deliberately implemented for the purposes of beautifying the specific location. “Border” means the Cleared Land between the side and/or rear property line and a Naturalized Area or wildflower meadow. “Buffer Strip” means a Border of a minimum of 3 ft. wide that delineates a wild flower meadow or Naturalized Area. “Building” means for the purposes of Graffiti removal includes but is not limited to a building, structure, object, fence, retaining wall, paved or sim ilarly finished surface, trailer, vehicle or waste container. (a) “Cargo Container” means an industrial, standardized reusable vessel that was originally, specifically or formerly designed for or used in the packing, shipping, movement or transportation of freight, articles, goods or commodities; and/or (b) designed for or capable of being mounted or moved on a rail car; and/or (c) designed for or capable of being mounted on a chassis or bogie for movement by truck-trailer or loaded on a ship. “Cleared” includes the removal of weeds or grass more than 20 centimetres (8 inches) in height and the removal of stock piles of soil or other aggregate material not required to complete the grading of the Lot on which the stock pile is located, and includes the draining, the treatment and/or the disposing of water on any property where there is a swimming pool which is a health or safety hazard, or is offensive odour or is a breeding place for mosquitoes; "Commercial Motor Vehicle " means a Motor Vehicle having attached thereto a truck or delivery body and includes ambulances, hearses, tow-trucks, motor buses, fire trucks and apparatus, motorized construction equipment, motorized farm vehicles or equipment (including farm tractors), tractor trailers or any part thereof which are used for hauling purposes. For the purposes of this by-law shall also include transport trailers. “Composting” means the biological degradation or breakdown of organic material into a dark soil-like material called humus; Page 857 of 876 By-Law 2023- Page 4 of 21 “Composting Container” means the holding unit used to store Yard, garden and household waste for the purpose of Composting; “Derelict Vehicle ” means any Motor Vehicle , tractor, trailer, truck camper, boat, demolition endurance vehicle, motorized snow vehicle, or any vehicle drawn, propelled or driven by any kind of power or any part thereof that is: inoperative by reason of removed wheels, battery, motor, transmission, or other equipment necessary for its operation; (a) not in roadworthy condition; (b) missing plates or Unlicensed for the current year; (c) in a state of disrepair or unsightly by reason of missing door, glass or other body parts. “Domestic Waste” means any article, thing, matter or effluent belonging to or associated with a residence, household or dwelling unit that appears to be waste material and includes but is not limited to the following classes of waste material : (a) grass clippings, tree cuttings, brush, leaves and garden Refuse; (b) paper, cardboard, clothing; (c) all kitchen and table waste, of animal or vegetable origin resulting from the preparation or consumption of food except any material of vegetable origin placed in a Composting Container; (d) cans, glass, plastic containers, dishes; (e) new or used material resulting from or for the purpose of construction, alteration, repair or demolition of any building or structure; (f) refrigerators, freezers, stoves or other appliances and indoor furniture; (g) furnaces, furnace parts, pipes, fittings to pipes, water or fuel tanks; (h) Unlicensed Motor Vehicle , inoperative Motor Vehicle , vehicle motor parts and accessories, vehicle tires mounted or unmounted on rims, and mechanical equipment; (i) Rubble, inert fill, fencing materials; (j) commercial shopping carts; (k) anything that appears to be abandoned, worthless, worn out and of no practical value, unsightly or not properly stored inside a building; “Garage Sale” means the sale by an occupant of a dwelling unit, on the Owner premises, of household goods belonging to such occupant and includes Yards sales. “Graffiti” includes one or more letters, symbols, figures, etchings, scratches, inscriptions, stains or other markings that disfigure or deface a Building. For greater certainty, does not include an Art Mural. “Homeless Encampment” means an outdoor location with a visible structure that can take many forms, such as Tents, shanties, and shacks that are not permanently Page 858 of 876 By-Law 2023- Page 5 of 21 attached to the ground and are being used to provide shelter for someone that has no fixed address. “Human Habitation” mean a place where you eat, sleep, or reside for permanent or temporary shelter. Industrial Waste means any article, thing, matter or effluent belonging to or associated with industry or commerce or concerning or relating to manufacture o r concerning or relating to any trade, business, calling or occupation that appears to be waste material and includes but is not limited to the following classes of waste material: (a) piping, tubing, conduits, cable, fittings or other accessories, or adjuncts to the piping, tubing, conduits or cable; (b) containers of any size, type or composition; (c) Rubble, inert fill; (d) mechanical equipment, mechanical parts, accessories or adjuncts to mechanical equipment; (e) articles, things, matter, effluent which are derived from or are constituted from or consist of agricultural, animal, vegetable, paper, lumber or wood products, mineral, metal or chemical products whether or not the products are manufactured or otherwise processed; (f) bones, feathers, hides; (g) paper or cardboard packaging or wrapping; (h) material resulting from, or as part of, construction or demolition projects; (i) Unlicensed Motor Vehicle , inoperative Motor Vehicle , vehicle motor parts and accessories, vehicle tires mounted or unmounted on rims, and mechanical equipment; “Land” includes Yards, vacant Lots, or any part of a Lot which is not beneath a building and for the purpose of this by-law includes unenclosed decks, unenclosed porches, unenclosed balconies, unenclosed carports and unenclosed garages accessory to a residential use. “Land Registry Office” is a physical location in various cities across Ontario where you can register and search official property records using Ontario’s land registration system. These records include documents such as titles, deeds and mortgages. Documents are registered and certified in the Land Registry Office (LRO) specific to the geographic location of the property. “Lot” means: (a) A parcel of Land with a boundary defined by an original survey or by a registered plan of subdivision, unless such registered plan of subdivision is designed by a by-law passed pursuant to subsection 50(4) of the Planning Act, R.S.O. 1990, c.P.13; or Page 859 of 876 By-Law 2023- Page 6 of 21 (b) A parcel or tract of Land with a different registered Owner (or registered Owners) of from adjacent Lands “Motor Vehicle” includes an automobile, a motorcycle, a motor-assisted bicycle unless otherwise indicated in the Highway Traffic Act, RSO 1990, and any other vehicle propelled or driven otherwise than by muscular power, but does not include a street car or other Motor Vehicle running only upon rails, a power-assisted bicycle, a motorized snow vehicle, a traction engine, a farm tractor, a self -propelled implement of husbandry or a road-building machine. “Municipal property” means property owned by or under the control of the Town of Tillsonburg or any of its agencies, boards or commissions, including public highways and Tillsonburg Hydro Inc. property. “Municipality” shall have the same meaning as Town in this by-law. “Natural Garden” means a defined area of vegetation that has been deliberately planted or cultivated with species of wildflowers, shrubs, perennials, ornamental grasses or combination of them consistent with a maintained and natural Landscape other than regularly mown grass but does not include a Naturalized Area. “Naturalized Area” means native natural areas that are not typically located in a developed portion of common Yards; including but not limited to ravines, zoned open space, environmental protection or future development under the Zoning By- law. “Obstruct” means to hinder, attempt to restrict access, intimidate, or prevent an Officer or an Authorized Contractor in the enforcement of the by-law; “Officer” means a Police Officer, or Municipal Law Enforcement Officer of the Town of Tillsonburg; “Order” means Order to discontinue activity or work Order under this by-law. “Owner” means a registered Owner of the Land, or any Person in control of Land, including (without limitation) a lessee or an occupant thereof. “Person” means an individual, firm, proprietorship, partnership, association, syndicate, trust, corporation, department, bureau, and agency; and includes an Owner. “Private Drain” means a drain or sewer or part thereof situated on Private Property. “Private Property” means Land owned by a private Person or party and not by the government or not for public usage. Page 860 of 876 By-Law 2023- Page 7 of 21 “Rear Yard” mean a rear extending across the full width of the Lot between the rear Lot line of the Lot and the nearest part of any excavation or main building on the Lot exclusive of the exterior side Yard. “Refuse” means any article, thing, matter, substance or effluent that: has been cast aside, discharged or abandoned or; is discarded from its usual and intended use or; is used up, in whole or in part, or expended or worn out in whole or in part; and shall include but not limited to Domestic Waste and Industrial Waste; and that Domestic Waste and/or Industrial Waste does not cease to be Refuse by reason that it may be commercially saleable or recyclable; "Recreational Vehicle" means any vehicle used for recreational purposes such as motor homes, camping trailers, boats, snowmobiles, or any unit designed to be towed by a Motor Vehicle for the purpose of transporting materials or things. “Rubble” means broken concrete, bricks, broken asphalt, patio or sidewalk slabs. “Sewage” includes any liquid waste containing human, vegetable, animal or mineral matter, waste that is in suspension whether domestic or industrial or any other waste whether in suspension or precipitated, but does n ot include roof water or storm run-off “Sight Triangle” means the triangular space formed by the intersecting edge of pavement lines of a corner Lot and a line drawn from a point on one (1) of the said edge of pavement lines to a point on the other said edge of pavement line, each said point being measured a 9 m (29.5 ft.) from the point of intersection of the said edge of pavement. “Tent” means a portable shelter designed for Human Habitation and excludes an event tent. “Temporary Barrier” means a temporary enclosure to prevent access and secure the site. “Town” means the Corporation of the Town of Tillsonburg; “Unlicensed” mean the lack of a currently validated permit for the Motor Vehicle within the meaning of the Highway Traffic Act, displayed on the Motor Vehicle; “Unmaintained” means failing to perform activities such as but not limited to: mowing, trimming, controlling pests/ vermin and weeds, and removing debris from the Yard. "Vermin” include rats, and mice. “Yard” means the Land within the boundary lines of a property not occupied by a principal building, if any, includes grounds or vacant property. Page 861 of 876 By-Law 2023- Page 8 of 21 Section 2 GENERAL PROVISIONS 2.1 Administration – by By-law Enforcement Department This by-law is administered by the By-law Enforcement Department of the Town. 2.2 Land –drained – Owner responsibility Every Owner shall keep their Land drained according to the following provisions: (a) keep all private drain in good repair; and (b) free from depositing water or Sewage to adjacent properties unless and approved drainage plan. 2.3 Excavations – filled – exception – enclosed by barrier Every Owner shall fill any excavation on the Land unless it is enclosed completely by a Temporary Barrier at least 1.2 m (4 ft.) in height. 2.4 Water – exceeding 0.3 m (1 ft.) – drained exception Every Owner of excavated Lands shall ensure that accumulations of water that exceed 0.3 m (1 ft.) in depth are enclosed by a Temporary Barrier of at least 1.2 m (4 ft.) in height unless such water constitutes a storm water management pond approved by the Town. 2.5 Land - Cleared (Grass/ Water) Every Owner shall keep their Land Cleared. 2.6 Land – clean and free of Refuse Every Owner shall keep their Land clean and free of Refuse. 2.7 Swimming pool – maintained Every Owner shall keep or maintain the water in a swimming pool in a condition which is not a health or safety hazard, or is offensive odour, or can be a breeding place for mosquitoes. 2.8 Land – removal of Refuse Every Owner shall remove Refuse from their Land. 2.9 Refuse – containment and location Page 862 of 876 By-Law 2023- Page 9 of 21 Every Owner shall ensure that all Refuse which accumulates on their property when not placed out for collection shall be in accordance with the following provisions: (a) in containers: i) made of rigid, watertight construction; ii) provided with a tight fitting cover, which may be removed only when the container is empty or is being actively loaded; iii) maintained in good condition without holes or spillage; iv) closed, or emptied, rinsed and cleaned when not in use, to prevent the escape of offensive odour or waste; and v) located in the side or Rear Yard against a building, structure, fence or retaining wall and arranged in an orderly manner. (b) not permitted to accumulate longer than 14 days. 2.9.1 Refuse –Collection Every Owner shall ensure that all Refuse is placed in a plastic bag or recycling bin for collection at the curb in accordance with the following provisions; (a) Must be placed on the curbside no earlier than 7:00 am on collection day; (b) Must have a valid County of Oxford Garbage Bag Tag for each garbage bag; (c) Must be located in front of the property on the boulevard no more than 1 m (3.2 ft.) from the curb or road; (d) Garbage bags must not be torn; (e) Torn garbage bags is the responsibility of the Owner to remove; and (f) Garbage bags shall not exceed 20 kg (44 lbs.). 2.10 Refuse – contained within bins or exterior bulk storage containers Every Owner where an exterior bin or bulk storage container disposal system with the capacity of 8 cubic Yards or less is used shall ensure that the containers are in accordance with the following requirements: (a) equipped with covers or similar devices which shall be readily operable but not left open except when actively being loaded; (b) large enough to contain all waste generated between collections by the occupants served; (c) not loaded beyond the top of the container ;and (d) closed, or emptied, rinsed and cleaned when not in use, to prevent the escape of offensive odour or waste. 2.11 Graffiti – removal Page 863 of 876 By-Law 2023- Page 10 of 21 Every Owner shall clean the exterior of any building, structure, erection or object on their property to remove Graffiti. 2.11.1 Graffiti – building, structure, erection or object – definition For the purposes of sections 2.11 and 3.11, “building, structure or object” includes but is not limited to a fence, retaining wall, paved or similarly finished surface, trailer, vehicle or waste container. 2.12 Composting All Composting shall be carried out by the Owner of the Land in accordance with the following requirements: (a) Composting shall take place only in a container or digester (b) Composting shall take place in the Rear Yard of a property; (c) Composting shall be at least 0.6 m (2 ft.) from any property line; (d) Composting shall not take place within a swale; (e) The composter or compost pile shall be no larger than 4.5 cubic meters, in a residential zone or abutting a residential zone; (f) A compost container or pile must be covered at all times, in a residential zone or abutting a residential zone, except when being emptied, or filled; (g) Organic materials placed in composter shall be kept covered with Yard waste, soil, or humus; (h) The compost shall emit no offensive odour and it shall not be allowed to attract or harbour any Vermin; and (i) The Composting shall take place on the property of the Person owning, having charge of or harboring the composter or compost pile. (j) The compost shall emit no offensive odour and it shall not be allowed to attract or harbour any Vermin; and (k) The Composting shall take place on the property of the Person owning, having charge of or harboring the composter or compost pile. 2.13 Vermin Control Every Owner shall ensure Land is maintained and free from Vermin or conditions that may promote an infestation at all times. 2.14 Fences Every Owner shall ensure fences are maintained in a safe condition and in good repair. 2.15 Sight Triangle Every Owner shall ensure hedges, plants, branches and signs located within the Sight Triangle do not exceed 0.6 m (2ft.) in height. Page 864 of 876 By-Law 2023- Page 11 of 21 2.16 Garage Sale Garage Sales shall be held in accordance with the following requirements: (a) Only two (2) Garage Sales may be conducted per calendar year; (b) Each Garage Sale must not exceed three (3) consecutive days; (c) Must be during daylight hours; and (d) Signs must be in accordance with the Towns Sign By-law. 2.17 Commercial Motor Vehicles No Person shall use any Lot, building or structure in a Residential or Entrepreneurial Zone for the parking or storage of any Commercial Motor Vehicle unless the vehicle is under 3.7 m (12.1 ft.) in height and under 7.0 m (23.0 ft.) in overall length, and shall have a single axel. 2.18 Cargo Containers Cargo Containers on all Lands shall be kept in accordance with the following requirements and shall only be located in an Industrial Zone; (a) Is only permitted on a property no more than thirty (30) days after a sale of a property or in support of an active construction project provided: i) it will not cause risk to the health or safety of any Person; ii) it will be maintained in such a manner as to not become offensive odour or attract rodents or Vermin; and iii) it will be removed forthwith, following completion of the project. 2.19 Tents Tents are permitted on residential property provided they are kept in accordance with the following requirements; (a) Only two (2) camps are permitted per calendar year; (b) Each camp must not exceed of five (5) consecutive days; and (c) Must have access to washroom facilities. (d) Must be located in Rear Yard only. (e) Must be an invited guest from the Owner of the property. 2.19.1 Tents – Homeless Encampment A Homeless Encampment is not permitted on any Lands and shall be removed by the Owner of the property within seven (7) calendar days. Page 865 of 876 By-Law 2023- Page 12 of 21 2.20 Recreational Vehicle- Human Habitation Recreational Vehicle used for Human Habitation shall be used in accordance with the following requirements; (a) Only two (2) times per calendar year; (b) For period not exceeding five (5) consecutive days; (c) Must be located on hard surface; (d) On Residential Zoned property; and (e) Must be an invited guest from the Owner of the property. 2.20.1 Storage of Recreation Vehicles Every person who stores a Recreational Vehicle in a residential zone shall comply with the following provisions: (a) Not more than two (2) Recreational Vehicles shall be stored outside. When a Recreational Vehicle is kept on a trailer, the Recreational Vehicle and trailer shall be counted as one (1) Recreational Vehicle. (b) The Recreational Vehicle shall not exceed be 3.7 m (12.1 ft.) in height measured from grade to the highest point of the Recreational Vehicle. (c) The Recreational Vehicle must be in operable condition and not under repair/ alteration. (d) Recreational Vehicles shall not be stored within 7.5 m (24.6 ft.) of the property line in the Front Yard and 1 m (3.28 ft.) of the property line in the Rear or Side Yard between November 1st to April 14th. (e) Recreational Vehicles may be parked on a driveway in the front or exterior side yard between April 15th and October 31st provided they are at least 2 m (6.65 ft.) from the pavement/ road finish and 1 m (3.28 ft.) away from the backside of the sidewalk. 2.21 Trees All Lands including vacant Lots shall be free of dead, decayed or damaged trees but not include a naturalize area. 2.22 Snow & Ice Snow & Ice shall be removed in accordance with the following requirements: (a) hazards from snow & ice on buildings; (b) storage shall not block or interfere with fire escapes; and (c) to provide safe passage. SECTION 3 - GENERAL PROHIBITIONS Page 866 of 876 By-Law 2023- Page 13 of 21 3.1 Land - Cleared (Grass/ Water) - fail to maintain No Person shall fail to keep Land Cleared. 3.1.1 Land – clean and free of Refuse - prohibited No Person shall fail to keep Land free of Refuse. 3.2 Land – not drained –from Land – prohibited No Person shall fail to keep Land drained in accordance Section 2.2 of this by-law. 3.3 Excavation – failure to enclose – prohibited No Person shall fail to enclose an excavation with a Temporary Barrier at least 4 ft. in height. 3.4 Water – deep exceeding 0.3 m (1 ft.) – failure to drain – prohibited No Person shall fail to drain an accumulation of water exceeding 1 ft. in depth. 3.5 Private Property – Refuse –deposit on No Person shall deposit Refuse on Private Property without first obtaining permission from the property owner. 3.6 Town property – Refuse – deposit on No Person shall deposit Refuse on municipal property without lawful authority. 3.7 Water in swimming pool – fail to maintain No Person shall fail to maintain the water in a swimming pool in accordance with section 2.7 of this by-law. 3. 8 Refuse – containment and location No Person shall fail to contain Refuse or locate Refuse containers in accordance with Section 2.9 of this by-law. 3.9 Refuse –Collection No Person shall fail to dispose of Refuse in accordance with Section 2.9.1 of this by- law. 3.10 Refuse – contained within bins or exterior bulk storage containers Page 867 of 876 By-Law 2023- Page 14 of 21 No Person shall fail to use bins or bulk storage units to contain Refuse in accordance with Section 2.10 of this by-law. 3.11 Graffiti - removal No Person shall fail to remove Graffiti from buildings, structures, or objects on the Land in accordance with Section 2.11 & 2.11.1 of this by-law. 3.12 Composting – fail to maintain No Person shall fail to maintain Composting in accordance with Section 2.12 of this by- law. 3.13 Vermin Control – prohibited No Person shall fail to keep Land free from Vermin or conditions that may promote an infestation. 3.14 Fence – fail to maintain No Person shall fail to maintain fence in a safe condition and in good repair. 3.15 Sight Triangles – fail to maintain No Person shall fail to maintain hedges, plants, branches and or locate sign within the Sight Triangle. 3.16 Commercial Motor Vehicle - prohibited No Person shall allow Commercial Motor Vehicle in a Residential or Entrepreneurial Zone. 3.17 Cargo Containers – prohibited Every person shall keep Cargo Containers according to the requirements set out in Section 2.18 of this by-law. 3.18 Tents – prohibited Every person shall keep Tents according to requirements set out in section 2.19 of this by-law. 3.19 Tents – Homeless –prohibited No Person shall permit Homeless Encampment on Private Property. Page 868 of 876 By-Law 2023- Page 15 of 21 3.20. Recreational Vehicle- Human Habitation - prohibited No Person shall permit a Recreational Vehicle for Human Habitation except in accordance with requirements in Section 2.20 of this by-law. 3.21 Storage of Recreation Vehicles Every person shall keep the storage of recreational vehicles according to the requirements set out in section 2.20.1 of this by-law. 3.22 Trees – removal No Person shall allow dead, decayed or damaged trees on Land. 3.23 Snow & Ice – fail to maintain Every person shall maintain snow & Ice in accordance with the requirements set out Section 2.21 of this by-law. 3.24 Obstruct of Officer – prohibited No Person shall Obstruct an Officer in the enforcement of this by-law. 3.24.1 Obstruct Authorized Contractor – prohibited No Person shall Obstruct an Authorized Contractor working under the direction of an Officer. 3.25 Contravention of Order No Person shall fail to comply with a Work Order or an Order to Discontinue Activity. SECTION 4 - EXEMPTIONS 4.1 Excavations – construction site – exemption Section 2.3 of this by-law does not apply to Land on which construction is proceeding under a valid building permit. 4.2 Swimming pools – natural bodies of water – exemption Section 2.4 of this by-law does not apply to natural bodies of water or lawfully maintained swimming pools. 4.3 Naturalized Areas – exemption Page 869 of 876 By-Law 2023- Page 16 of 21 Naturalized Areas must be in accordance with the following requirements: (a) Section 2.5.1 of this By-law does not apply to a Naturalized Area; (b) Any portion of a Lot that was originally developed, graded, and Landscaped shall not be permitted as a Naturalized Area in Order to circumvent Section 2.5.1; and (c) Shall not encroach within the buffer strip. 4.4 Natural Gardens – exemptions All Natural Gardens are permitted but must be in accordance with the following requirements: (a) Shall not be left in an Unmaintained state; (b) Does not encroach above or onto any adjacent property; (c) Where any Natural Garden is located within a Sight Triangle it must not between the 0.6 m (2 ft.) and 3 m (9.8 ft.) in height; and (d) Shall not encroach within the buffer strip. 4.5 Containment and location – exemption Section 2.9 of this by-law does not apply to Land on which construction is proceeding under a valid building permit, or where a building is undergoing an active renovation, or where an approval under the Site Plan Control Area By-law has been obtained that includes containment and location of garbage. 4.6 Contained within bins or exterior bulk storage containers – exemption Section 2.10 of this by-law does not apply to Land on which construction is proceeding under a valid building permit, or where a building is undergoing an active renovation, or where an approval under the Site Plan Control Area By-law has been obtained that includes containment and location of garbage. SECTION 5 - INSPECTION 5.1 Officer – entry to inspect A Municipal Law Enforcement Officer designated to perform inspections pursuant to this by-law may at all reasonable times, enter onto Land for the purposes of inspection of the Land. 5.2 Town – bring property to compliance Where the Town proceeds pursuant to section 9.4 of this by-law, a Municipal Law Enforcement Officer may enter onto the Lands accompanied by any Person under his Page 870 of 876 By-Law 2023- Page 17 of 21 or her direction, and with the appropriate equipment as required, to bring the property into compliance with this by-law. SECTION 6 - ORDER TO DISCONTINUE ACTIVITY & WORK ORDER 6.1 Order to Discontinue Activity If a Municipal Law Enforcement Officer is satisfied that this by-law has been contravened, the Officer may make an Order, known as an Order to Discontinue Activity, requiring the Person who contravened the by-law, or who caused or permitted the contravention, or the Owner or occupier of the Land on which the contravention occurred, to discontinue the contravention. 6.2 Order to Discontinue Activity - particulars An Order to Discontinue Activity shall set out: (a) the municipal address of the property or legal description of the Land on which the contravention occurred; (b) the date of the contravention; (c) the reasonable particulars of the contravention of the by-law; and (d) a deadline, being a specific date, for compliance with the Work Order. 6.3 Order to Discontinue Activity - service The Order to Discontinue Activity may be served personally on the person to whom it is directed, sent by e-mail, or sent by regular mail to the last known address of that person, in which case it shall be deemed to have been given on the fifth day after it is mailed. Service on a corporation can be effected by registered mail to the corporate mailing address 6.4 Work Order – contravention of by-law If a Municipal Law Enforcement Officer is satisfied that a contravention of the by- law has occurred, the Municipal Law Enforcement Officer may make an Order, known as a Work Order, requiring the Person who contravened the by-law or who caused or permitted the contravention or the Owner or occupier of the Land on which the contravention occurred to do the work to correct the contravention. 6.5 Work Order - contents The Work Order shall set out: (a) the municipal address of the property or legal description of the Land on which the contravention occurred; (b) the date of the contravention; Page 871 of 876 By-Law 2023- Page 18 of 21 (c) the reasonable particulars of the contravention of the by-law; (d) the date by which there must be compliance with the Work Order; and (e) a notice that if the work is not done in compliance with the Work Order by the deadline, the Town may have the work done at the expense of the Owner and the cost of the work may be recovered by adding the amount to the Owner’s tax roll. 6.6 Work Order – service The Work Order may be served personally on the person to whom it is directed, sent by e-mail, or sent by regular mail to the last known address of that person, in which case it shall be deemed to have been given on the fifth day after it is mailed. Service on a corporation can be effected by registered mail to the corporate mailing address. 6.7 Work Order – unable to effect service If the Town is unable to effect service on the Owner under section 6.6, it shall place a placard containing the terms of the Work Order in a conspicuous place on the Land and may enter on the Land for this purpose. The placing of the placard shall be deemed to be sufficient service of the Work Order. SECTION 7 - NOTICE – WAYS TO CONTACT Any notice pursuant to this By-law may be given in writing in any of the following ways and is effective: (a) on the date on which a copy is delivered to the Person to whom it is addressed; (b) on the third day after a copy is sent by registered mail to the Person’s last known address; (c) upon the conclusion of the transmission of a copy by facsimile to the Person’s last known facsimile number; or (d) upon the sending of a copy by email transmission to the Person’s last known email address. SECTION 8 - ADMINISTRATION, ENFORCEMENT, OFFENCES, PENALTY & FINE RECOVERY 8.1 Offence - Penalty – set fines Every Person who contravenes any of the provisions of this By-law is guilty of an offence and upon conviction is liable to a penalty pursuant to s. 61 of the Provincial Offences Act. 8.2 Penalty – Maximum Provincial Offences Page 872 of 876 By-Law 2023- Page 19 of 21 Every Person who contravenes any provision of this By-law is guilty of an offence under the provisions of the Provincial Offences Act, R.S.O 1990, c P.33, as amended, and is liable on conviction to a penalty not exceeding $5,000, exclusive of costs, subject to the provisions of the Act. 8.3 Authority to Establish Fines – Municipal Act Every Person who contravenes any of the provisions of this By-law is guilty of an offence and, pursuant to Section 429 of the Municipal Act, 2001, c. 25, as amended all contraventions of this By-law are designated as continuing offences. 8.4 Fines Transferred to Taxes Pursuant to section 441.1 of the Municipal Act, upon the request of a Municipality that has entered into a transfer agreement under Part X of the Provincial Offences Act, the treasurer of a local Municipality may add any part of a fine for a commission of a provincial offence that is in default under section 69 of the Provincial Offences Act to the tax roll for any property in the local Municipality for which all of the Owners are responsible for paying the fine and collect it in the same manner as municipal taxes. 8.5 Continuation – repetition – prohibited – by Order The court in which a conviction has been entered and any court of competent jurisdiction thereafter may make an Order prohibiting the continuation or repetition of the offence by the person convicted. SECTION 9 - FAIL TO COMPLY & COST RECOVERY 9.1 Fail to Comply Where a Person defaults in complying with a direction, requirement or Order under this By-law to do a matter or thing, the Municipal Enforcement Officer may, with such assistance from others as may be required, enter the Land on which the contravention occurred at any reasonable time, and carry out such direction, requirement or Order and all expenses will be the responsibility of the Person. 9.2 Recover Costs In accordance with section 446 of the Municipal Act, the Town may recover the costs from the Person directed, required or ordered to do a matter or thing under this By-law, by action or by adding the costs to the tax roll and collecting them in the same manner as property taxes, and such expenses shall include interest at a monthly rate of 1.25 percent and or annual rate of 15 percent. Page 873 of 876 By-Law 2023- Page 20 of 21 (a) For the purposes of subsection 9.2, interest shall be calculated for the period commencing the day the Town incurs the expenses and ending on the day the expenses including the interest are paid in full. 9.3 Land Registry – Register Lien The amount of the expenses, including interest, constitutes a lien on the Land upon the registration in the proper Land Registry Office of a notice of lien. 9.3.1 Land Registry –Discharge Lien Upon receiving payment of all expenses payable plus interest accrued to the date of payment, the Town shall register a discharge of the lien in the proper Land Registry Office. 9.3.2 Land Registry - Fee The Person will be responsible to pay fee under the Rates & Fees By-law for the registration and discharge from the Land Registry Office. 9.4 Removal Where any of the matters or things are removed in accordance with section 9.1 of this by-law, the matters or things may be immediately disposed of by a Municipal La w Enforcement Officer or Person assisting with the cleanup. SECTION 10 - FEES AND CHARGES 10.1 Authority All expenses will be recovered with interest in relation to the administration and Enforcement of this By-law under The Municipal Act 2001, S.O. 2001, c. 25, as amended Section 446 (3) & (5). 10.2 Recovery - Staff Time Where action is required on the behalf of the Town the Person responsible will pay rates calculated under the Rates & Fees By-law for each staff members time accumulated. 10.3 Cost of Orders & Administrative Fees The Person will be responsible to pay rates calculated under the Rates & Fees By-law for the cost of Orders and administrative fees. SECTION 11 - SEVERABILITY Page 874 of 876 By-Law 2023- Page 21 of 21 In the event that any provision or part of this By-Law is found to be invalid or unenforceable for any reason whatsoever, then the particular provision or part thereof shall be deemed to be severed from the remainder of the By-Law and all other provisions or parts thereof shall remain in full force and shall be valid and enforceable to the fullest extent permitted by law. SECTION 12 - SHORT TITLE This By-law may be cited as the "Lot Maintenance By-Law" SECTION 13 - REPEALED BY-LAWS & FORCE IN EFFECT That By-law 3810 and Amending By-Laws 2021-085 and 2021-092 be and are hereby repealed; That this by-law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27th day of MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27th day of MARCH, 2023. ___________________________ MAYOR – Deb Gilvesy ______________________________ CLERK – Tanya Daniels Page 875 of 876 Page 1 of 1 THE CORPORATION OF THE TOWN OF TILLSONBURG BY-LAW 2023-032 A By-Law to confirm the proceedings of Council at its meeting held on March 27, 2023. WHEREAS Section 5 (1) of the Municipal Act, 2001, as amended, provides that the powers of a municipal corporation shall be exercised by its council; AND WHEREAS Section 5 (3) of the Municipal Act, 2001, as amended, provides that municipal powers shall be exercised by by-law; AND WHEREAS it is deemed expedient that the proceedings of the Council of the Town of Tillsonburg at this meeting be confirmed and adopted by by-law; BE IT THEREFORE ENACTED by the Council of the Corporation of the Town of Tillsonburg as follows: 1. All actions of the Council of The Corporation of the Town of Tillsonburg at its meeting held on March 27, 2023, with respect to every report, motion, by-law, or other action passed and taken by the Council, including the exercise of natural person powers, are hereby adopted, ratified and confirmed as if all such proceedings were expressly embodied in this or a separate by-law. 2. The Mayor and Clerk are authorized and directed to do all the things necessary to give effect to the action of the Council of The Corporation of the Town of Tillsonburg referred to in the preceding section. 3. The Mayor and the Clerk are authorized and directed to execute all documents necessary in that behalf and to affix thereto the seal of The Corporation of the Town of Tillsonburg. 4. That this By-Law shall come into force and take effect on the date it is passed. READ A FIRST AND SECOND TIME THIS 27TH DAY OF MARCH, 2023. READ A THIRD AND FINAL TIME AND PASSED THIS 27TH DAY OF MARCH, 2023. _______________________________ MAYOR – Deb Gilvesy _______________________________ CLERK – Tanya Daniels Page 876 of 876