WELCOME Reconstruction of Old Colony Road Public Meeting 1 Trinity Presbyterian Church November 10, 2015 6:30 p.m. – 8:30 p.m. Presentation 6:45 p.m. Open House 7:15 p.m. Project Introduction Old Colony Road is in poor condition with deteriorating pavement and poor stormwater drainage. In 2014 City staff identified the road as a priority for reconstruction including a new roadway, storm sewer and sidewalks in accordance with ‘City of Toronto Walking Strategy’ and the ‘Essential Links Capital Program’. Sanitary sewers and watermain replacement are not included in this project. Project Team for Old Colony Road Engineering & Construction Services (ECS) Public Consultation Unit Candevcon Limited Project Timeline May 20, 2015 - ‘Important Notice’ distributed to residents. May 25, 2015 - City staff attended the ‘York Mills Garden Community Association’ meeting May-June 2015 – Fieldwork initiated including: Topographic Survey Subsurface Utility Engineering (SUE) Geotechnical and Chemical Investigation Tree Inventory & Health Assessment July-October 2015 Review City standards and guidelines Summarizing fieldwork Developing reconstruction options. November 10, 2015 – Information Event Ongoing Consulting stakeholders Stormwater analysis January-February 2016 2nd Public Meeting May-October 2016 - Reconstruction is anticipated. After this presentation please take a look at the panels for more detailed information. Goals of this Information Event Goals Share the design options being considered Gather feedback Answer questions Outcomes Feedback gathered by the Project Team’s will help inform the final reconstruction design. A final design will be developed and shared at a second public meeting in early 2016. The Project Team is responsible for balancing the needs of the various stakeholders with technical requirements and City Guidelines. Please take a moment here or at home to: Completing the questionnaire Call or e-mail any comments or questions Talk with the Project Team Neighbourhood Context What We’ve Heard Old Colony Road needs to be reconstructed to address road conditions and localized ponding. Culverts are frequently blocked causing localized ponding and on the road and adjacent properties. Of the fifty-six (56) houses on Old Colony Road, thirty-three (33) homes signed a petition indicating they are not in favour of installing a sidewalk. A number of people have written, phoned or spoken with the Project Team directly in support of including a sidewalk in the reconstruction of Old Colony Road. Maintaining the tree canopy and road width is important to some residents. . Investigation Findings – Geotechnical & Pavement Investigation The roadway, including road base needs complete replacement Clay soils High groundwater table Asbestos identified in isolated sections of the asphalt Suitability for Low Impact Design (LID) Soil and groundwater conditions limit opportunities to incorporate LID measures Infiltration galleries may be feasible in small pockets along the roadway Typical Example of LID – Infiltration Trench Installation Before During After Investigation & Findings – Tree Inventory & Health Assessment The tree inventory investigation identified 322 trees that could be impacted by the reconstruction of Old Colony Road. The City is making every effort to minimize the impacts to these trees. Tree health is categorized as in good, fair or poor health. Typical Examples of trees in various states of health Stormwater Management There are no storm sewers along Old Colony Road. Currently, stormwater drains overland and through intermittent roadside ditches. Storm sewers will be installed during reconstruction, replacing the roadside ditches. Typical examples of roadside drainage along Old Colony Road The introduction of storm sewers together with the reconstruction of the pavement and roadbed will help eliminate ponding on the road and from the road onto adjacent properties. Typical Installation of Storm Sewer Option 1 – 8.5m Road with Sidewalks on Both Sides of the Road Conforms with City Policies & Guidelines Improves pedestrian safety and completes the missing pedestrian link within the neighbourhood Sidewalks provide off-street pedestrian connection to Harrison Public School and other community destinations On street parking can be accommodated on both sides of the road One Hundred-Seven (107) trees will require removal Not in keeping with the existing aesthetic of the road Hydro poles would require relocation A significant amount of private features including sprinkler systems, statues, intercom systems etc. will require relocation THIS IS NOT THE PREFERRED OPTION Option 1 – 8.5m Road with Sidewalks on Both Sides of the Road Existing Road Allowance 8.5 m Width with Sidewalks and Boulevard Option 2 – 8.5m Road with Sidewalk on the North Side Conforms with City Guidelines Improves pedestrian safety and completes missing pedestrian link within the neighbourhood Provides pedestrian access to Harrison Public School and other destinations within the community Nineteen (19) trees will require removal Pavement width is wider in some sections than the existing width range of 6.5-8.5m On street parking on both sides of the road Hydro poles would require relocation Fewer sprinkler systems, statues, intercom systems etc. will require relocation than Option 1 THIS IS NOT THE PREFERRED OPTION Option 2 – 8.5m Road with Sidewalk on the North Side Existing Road Allowance 8.5 m Width with Sidewalks and Boulevard Option 3 – 7.2m Road with Sidewalk on the North Side Conforms with City Guidelines Improves pedestrian safety and completes missing pedestrian link within the neighbourhood Provides pedestrian access to Harrison Public School and other destinations within the community Three (3) trees will require removal Pavement width is within the existing width range of 6.5-8.5m On-street parking one side of the street only Least costly option Fewer sprinkler systems, statues, intercom systems etc. will require relocation than Option 1 & 2 THIS IS THE PRELIMINARY PREFERRED OPTION Option 3 - Typical Cross Section Bayview Ave. to Gerald St. Existing Road Allowance Preliminary Preferred Road Allowance Option 3 - Typical Cross Section Gerald Street to Harrison Rd. Existing Road Allowance Preliminary Preferred Road Allowance Option 3 - Typical Cross Section Harrison Rd. to the Cul-De-Sac Existing Road Allowance Preliminary Preferred Road Allowance Comparison of Road Cross Sections Cross Section Total Width Existing Condition Pavement, shoulder, ditches Ranges from 13.5m to 15.5m OPTION 1 8.5m Pavement + 1.7 m Sidewalks on both sides with a 1m boulevard 14.9m OPTION 2 8.5m Pavement + 1.7m Sidewalk on one side adjacent to the curb 11.2m OPTION 3 7.2m Pavement + 1.7m Sidewalk on one side adjacent to the curb 9.9m Impacts of alternative options Existing Features OPTION 1 OPTION 2 OPTION 3 107 19 3 Existing Hydro Poles Require relocation Require relocation No relocation required Existing private features (Garage door keypads, sprinkler systems, lights, signs, statues etc.) Major Impact Moderate Impact Minimal Impact* Tree Removal *Residents will be notified prior to construction to relocate private features to avoid damage during reconstruction. Next Steps Fall 2015 The Project Team will consider feedback from stakeholders received at this meeting. Stakeholders can continue making comments by e-mail or phone until December 10, 2015. This presentation and panels will be posted on the City’s website after this meeting: www.toronto.ca/oldcolony The project team will review proposed design options along with comments received from the public to finalize a preferred design. Winter 2016 The City will refine the design of the preferred option and hold a 2nd Public Meeting to present the preferred option, answer questions and discuss next steps. After the City has finalized the design of the preferred option the tender will be issued. Spring 2016 • Commence construction.
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