• Contract awarded
• Construction of launch shaft – 1 year
• Utility relocation at headwalls
• Construction of headwalls – 6 to 8 months
• Construction of extraction shaft at Yonge Street
The construction of new tunnels under Eglinton Avenue is done by tunnel boring machines or TBMs. Each TBM moves forward by pushing off against concrete segments. The operator advances the machine as soil is removed from the TBM face through a conveyor system. The launch pit remains active for removal of muck/spoils.
The Eglinton Crosstown tunnel will consist of side-by-side or twin tunnels. Each tunnel will be 6.75 metres internal diameter. Initially, one machine will begin excavation; the other will follow on a parallel course soon after.
To keep the tunnel safe for the crew a ventilation system pumps fresh air into the tunnel and exhaust air is moved out of the tunnel. Cranes remain in position during the mining operation; muck will be hauled out and new concrete tunnel segments will be delivered.
Tunnel boring machines will work beneath Eglinton Avenue, allowing business activities and traffic to continue. A single TBM will tunnel 75 metres per week, and each machine is capable of moving 500 cubic metres of earth per day. The machines are made in Toronto by Caterpillar Tunneling Canada Corporation, formerly LOVAT, a world leader in tunnel boring machine manufacturing.
The below image illustrates the East Tunnels Launch Shaft.
Local Context: Demand
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There are many residences within 900m radius of the Avenue Road station. |
Local Context: Land Use
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The above rendering is an aerial view of the Avenue Road and Eglinton Avenue intersection, demonstrating the types of neighbourhoods and businesses this station will serve. |
Secondary Entrance Location
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The above rendering is a preliminary representation of the entrances and station, subject to change throughout the next phases of the design process. Passengers will travel below ground to the concourse level where they will pay their fare and then proceed down to the station platform to board their train. |
Longitudinal Section
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The above shows a longitudinal section of the proposed Avenue station. |
Longitudinal Section through LRT and Eglinton
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Longitudinal Section through Subway and Yonge Street
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Street Level Drawing
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Upper Concourse Level Drawing
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This illustrates the east portal and Don West Bridge. |
Local Context: Demand
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This illustrates the demand for transit in the area within walking distance of Mount Pleasant and Eglinton Avenue. |
Local Context: Land Use
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There is a mix of neighbourhoods and businesses around Mount Pleasant and Eglinton Avenue. |
Profile View
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Plan View
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Preliminary Station Concept
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Longitudinal Section
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Primary Entrance
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Secondary Entrance
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Local Context: Demand
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This illustrates the land use in the area within walking distance. |
Local Context: Land Use
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This illustrates the existing land use around Bayview station. |
Primary Entrance
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The above displays a rendering of the primary entrance to Bayview Station. |
Secondary Entrance
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The above displays a rendering of the secondary entrance to Bayview Station. |
Longitudinal Section
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The above rendering is a preliminary representation of the entrances and station, subject to change throughout the next phases of the design process. Passengers will travel below ground to the concourse level where they will pay their fare and then proceed down to the station platform to board their train. |
The public-private partnership model has been underway in Canada for 20 years and has been used in 165 projects, including the Canada Line rapid transit project (Vancouver), Autoroute 25 in Montreal and the Trans-Canada highway in Atlantic Canada. In Ontario, AFP has been used for the Pan AM games athletes’ village, Ottawa Light Rail Transit, Highway 407 East Phase 1 and the Rt. Hon. Herb Gray Parkway (formerly the Windsor-Essex Parkway).
Design
Build
Finance
Maintain
Operation
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