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CROSSTOWN LRT
Construction Liaison
Committee
September 6, 2017
2
Agenda
• Avenue Station Update
• Chaplin Station Update
3
Avenue Station Updates
Look Ahead 2017
• Excavation continues at Main & Secondary Entrances
• Mining at Secondary Entrance to begin late October/early November 2017
• Sound Wall installation at Secondary Entrance (between September 11- 22)
• Dewatering well installations underway
• Tunnel Back Filling (September/October)
• Sewer works (September/October)
• Watermain works (September/October)
• Monitoring instrument installations continue periodically from Lascelles Blvd
to Braemar
• Crane installation at both entrances (Secondary entrance
October/November)
4
Mining at Avenue Station Overview:
• Mining at Secondary Entrance to begin late October/early November 2017
• Mining at Main Entrance to begin in early 2018
• Mining operations are included in the 2010 Toronto Transit Project Noise By-Law
Exemption to allow for tunneling and related work to occur 24 hours a day.
• Three primary underground activities
• Each underground activity must be supported by activities at surface
• Minimal noise or vibration from underground activities
• Noise can be expected from required surface activities
Removing Ground Water
Temporary Support for Excavation
Excavation & Concrete Work
SEM=
Sequential
Excavation
Method
5
Mining at Avenue Station Overview:
• Mining and related work at Avenue Station will occur from October/November 2017
to late 2019
6
Underground Mining Works
624 Hour Work Briefing - May 29, 2017
7
Noise Reduction Plan
8
Noise Reduction Plan
• Implement noise reduction measures at the station construction sites
• Continually monitor noise and vibration throughout construction
• Adjust noise reduction measures at the construction sites as required
• If necessary, consider additional measures for residences in potentially sensitive zone
• Ensure proactive communications with the community before and during construction
The project has set a big precedent in Ontario for the assessment, mitigation, and
monitoring of construction noise and vibration which will have an ongoing benefit for all
future infrastructure/transit projects.
9
Required Surface Support
• Soil removal from shaft
• Mucking
• Material transport to shaft
• Delivery to shaft
• Shotcrete transport to shaft
SURFACE
𝐿 𝑚𝑎𝑥 =75 dB 𝐿 𝑚𝑎𝑥 =80 dB
𝐿 𝑚𝑎𝑥 =79 dB
𝐿 𝑚𝑎𝑥 =80 dB
𝐿 𝑚𝑎𝑥 =85 dB
Construction Materials
(20% of total delivery per night
Shotcrete (3-4 deliveries)
Mucking (max 1-2 loading/hour)
Dewatering,
Ventilation, Cleaning
(Limited use)
Crane
Deliveries
𝐿 𝑚𝑎𝑥 =76 dB *max level at 15m
10
Construction Site Noise Reduction
• Install noise barrier walls
• Use enclosures to cover equipment like generators and
pumps
• Use blankets and silencers to reduce noise from fans
• Delivery routes selected to minimize disruption on
residential streets and to minimize backing up
• Replace beeping back-up alarms with broadband
• Install GPS tracking to monitor delivery routes
• Minimize night time deliveries
• Use rubber mats in truck beds and loading areas
• Use grid power instead of generators where possible
• Use soft wheels and quieter motors for cranes
• Good neighbour training for subcontractors and CTS
employees
• Proactive machine inspection and maintenance
• Continuous monitoring for improvements
Frame Enclosures
Noise Barrier
Blankets
11
Comparative Sound Levels
*Max level at 15 m
After
Source
Mitigation
Before
Mitigation
12
Avenue – No Mitigation vs Mitigation
• No Mitigation
13
Avenue – No Mitigation vs Mitigation
• Sound Walls and other mitigation
14
Avenue Station Potential Sensitive Zone
14
Secondary
EntranceMain
Entrance
Residential
Commercial
15
Resident Based Response Plan
16
Resident Based Strategy
• One on One visits with each property in potential ‘sensitive zone’ to explain work,
existing mitigation, ask them to reach out to us if they have complaints (in addition to
general communications for wider neighbourhood)
• Conditions for determining the ‘sensitive zone’ have been determined based on major
international projects such as the Boston Big Dig, Crossrail in London, and the Thames
Tideway Tunnel.
• Existing community feedback channels will be used to support the Resident Response
Process in the following ways:
 Community Offices
 24 Hour Phone
17
Resident Response Process
• Resident contacts CTS with overnight noise concern (11pm to 7am)
• CTS responds within 24 hours
• CTS investigates noise issue
• If warranted, within 24 hours of the home visit, CTS offers resident appropriate noise
reduction measure based on specific characteristics of the home
• CTS keeps in touch with resident and follows up within 2 weeks of measure being
activated to confirm effectiveness
18
Residential Noise Reduction Measures
• Noise reduction measures will either mask noise, reduce noise transfer or improve
indoor air circulation to allow windows to remain closed.
• Measures could provide 20 to 30 dB further reduction compared to indoor sound
levels if the windows left open (sound levels one quarter to one eighth as loud).
• This represents a more than 25 to 40 dB noise reduction potential as compared to
outdoor sound levels (a fifth to a sixteenth as loud).
• Selection and effectiveness of measures will depend on the specific characteristics
of each residence.
• Noise reduction measures are also effective during the day for an overall added
benefit for those closest to the construction sites.
19
Avenue Construction Updates
20
Dewatering Update
• Trenching works underway
• Wells on west side of Avenue Road to begin week of September 5th
• Centerline wells upcoming (on Eglinton, Braemar to Lascelles)
– Overnight work ideal to minimize local traffic impacts
21
Sewer Lining Update
• Preparatory work, delayed (originally scheduled for August 21 to September 1)
– Approved overnight work permit to be extended
– Public notice distributed locally
• Sewer bypass installation
– Mid-late September, approximately one week of work
– Overnight work required to minimize day-time traffic disruption to complete
trenching work across Avenue for sewer bypass pipes
• Sewer Lining
– October (3 weeks of work), approximately 3 days of work per section
– On Eglinton Ave from Braemar to Lascelles, and small section on Avenue Road,
Oriole Pwky and Highbourne
– Overnight work required to avoid sewer/water service disruption to
businesses and residences during daytime hours
– Notice to be distributed locally
22
Watermain Lining
• September/October
• Temporary Water Connections for Watermain lining (150mm main)
– Activity will take approximately 2 weeks
– Eglinton Ave from Avenue to Oriole, Oriole from Avenue to laneway and
laneway
– Temporary water disruptions for switching of service connections to
temporary water supply
• Installation of water valve on 300mm watermain
– Activity will take approximately 1 week of work
– Sidewalk in front of 259 Eglinton Ave
• Overnight work required for valve installation and switching of services to
avoid water service disruption to businesses and residences during daytime
hours
23
Tunnel Backfilling
• Prior to mining works, CTS must fill portions of the tunnels with
concrete
• This involves drilling from the surface all the way to the TBM tunnels
• Holes will be covered with steel plates until the concrete pour time
• Once the concrete pouring is complete the holes will be filled and
restored
• Work areas located in the following areas:
– Area A: 2 holes drilled in the eastbound curb lane, just west of Avenue R.
– Area B: 2 holes drilled in the eastbound curb lane, at Highbourne Rd and
Eglinton Ave.
• Work will take approximately 2 months total
– Crews will be set up in the area for approximately 1-2 weeks for the drilling
of the wells (work zone in place)
– Crews will return at a later date to complete the concrete pour over
approximately 2 weeks (work zone only when pouring is underway)
24
Construction Progress Picture
Main Entrance – Level 3
25
Construction Progress Picture
Secondary Entrance – Level 4
26
Construction Progress Picture
Dewatering
Chaplin Station Construction Update
September 2017
• Continue piling at the Tertiary Entrance and southeast station box
• Continue telecommunications (Bell) utilities relocation within the southwest
station box area– week of Sept 11
• Commence installation of a 300mm sanitary sewer within the south station
box area – week of Sept 18
October 2017
• Commence diversions work for the existing combined sanitary sewer system
(overnight work) and installation of the new sanitary sewer infrastructure–
week of Oct 16
• Implement construction staging on the north side of Eglinton Ave West to
commence piling of the station box – week of October 23
Chaplin Station 2017 Look Ahead
Year Quarter Construction Activity
Approximate
Duration
2017
Q3
(July -
September)
• Continue piling at the south side of the station box
• Continue piling at the Tertiary Entrance
• Commence wet utilities relocation
• 6 months
• 4 weeks
• 4 months
Q4
(October-
December)
• Implement traffic staging on the north side of
Eglinton Ave W and commence piling on the north
side of the station box, shallow excavation and roof
slab construction
• 7.5 months
Chaplin Station: Current Construction Staging
Began August 30, 2017 for approximately eight (8) weeks
Proposed Overnight Wet Utilities Work
• Diversions of the existing combined sanitary sewer connections along Eglinton Ave W are
required while crews install the new sanitary sewer infrastructure.
• Diversion work involves cutting into the existing combined sanitary sewer and pumping the
waste water while the new infrastructure is installed.
• Rationale for overnight work:
– Performing when use of the sanitary system is lighter will expedite the activity
– Will minimize the public’s exposure to odor of sewage when existing sanitary pipes are cut
– Reduces sewage flow will improve safety conditions for workers
• Equipment to be used overnight includes excavators, trucks, skid steers and site lighting
• Dates: Work will take place between mid-October and mid-January 2018, with
approximately 15 days of overnight work
• Hours: preparatory works (concrete removal, hydro-vacuuming, etc.) from 7:00 a.m. to 11:00
p.m.; diversion work (cutting pipes, excavation, hauling, etc.) from 11:00 p.m. to 7:00 a.m.
Chaplin Station Concept: Aerial View
Main
Entrance
Secondary
Entrance
*60% rendering
Tertiary
Entrance
Chaplin Station Construction Progress
32
CRANE PAD
CONSTRUCTION
TRAFFIC
STAGING SETUP
Chaplin Station Construction Progress
POLE
INSTALLATION
NEW
WAYFINDING
Chaplin Station Construction Progress
34June 2017
35
Local Area Map
Station(s) under construction

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Chaplin & Avenue Stations Construction Liaison Committe Meeting - September 2017

  • 2. 2 Agenda • Avenue Station Update • Chaplin Station Update
  • 3. 3 Avenue Station Updates Look Ahead 2017 • Excavation continues at Main & Secondary Entrances • Mining at Secondary Entrance to begin late October/early November 2017 • Sound Wall installation at Secondary Entrance (between September 11- 22) • Dewatering well installations underway • Tunnel Back Filling (September/October) • Sewer works (September/October) • Watermain works (September/October) • Monitoring instrument installations continue periodically from Lascelles Blvd to Braemar • Crane installation at both entrances (Secondary entrance October/November)
  • 4. 4 Mining at Avenue Station Overview: • Mining at Secondary Entrance to begin late October/early November 2017 • Mining at Main Entrance to begin in early 2018 • Mining operations are included in the 2010 Toronto Transit Project Noise By-Law Exemption to allow for tunneling and related work to occur 24 hours a day. • Three primary underground activities • Each underground activity must be supported by activities at surface • Minimal noise or vibration from underground activities • Noise can be expected from required surface activities Removing Ground Water Temporary Support for Excavation Excavation & Concrete Work SEM= Sequential Excavation Method
  • 5. 5 Mining at Avenue Station Overview: • Mining and related work at Avenue Station will occur from October/November 2017 to late 2019
  • 6. 6 Underground Mining Works 624 Hour Work Briefing - May 29, 2017
  • 8. 8 Noise Reduction Plan • Implement noise reduction measures at the station construction sites • Continually monitor noise and vibration throughout construction • Adjust noise reduction measures at the construction sites as required • If necessary, consider additional measures for residences in potentially sensitive zone • Ensure proactive communications with the community before and during construction The project has set a big precedent in Ontario for the assessment, mitigation, and monitoring of construction noise and vibration which will have an ongoing benefit for all future infrastructure/transit projects.
  • 9. 9 Required Surface Support • Soil removal from shaft • Mucking • Material transport to shaft • Delivery to shaft • Shotcrete transport to shaft SURFACE 𝐿 𝑚𝑎𝑥 =75 dB 𝐿 𝑚𝑎𝑥 =80 dB 𝐿 𝑚𝑎𝑥 =79 dB 𝐿 𝑚𝑎𝑥 =80 dB 𝐿 𝑚𝑎𝑥 =85 dB Construction Materials (20% of total delivery per night Shotcrete (3-4 deliveries) Mucking (max 1-2 loading/hour) Dewatering, Ventilation, Cleaning (Limited use) Crane Deliveries 𝐿 𝑚𝑎𝑥 =76 dB *max level at 15m
  • 10. 10 Construction Site Noise Reduction • Install noise barrier walls • Use enclosures to cover equipment like generators and pumps • Use blankets and silencers to reduce noise from fans • Delivery routes selected to minimize disruption on residential streets and to minimize backing up • Replace beeping back-up alarms with broadband • Install GPS tracking to monitor delivery routes • Minimize night time deliveries • Use rubber mats in truck beds and loading areas • Use grid power instead of generators where possible • Use soft wheels and quieter motors for cranes • Good neighbour training for subcontractors and CTS employees • Proactive machine inspection and maintenance • Continuous monitoring for improvements Frame Enclosures Noise Barrier Blankets
  • 11. 11 Comparative Sound Levels *Max level at 15 m After Source Mitigation Before Mitigation
  • 12. 12 Avenue – No Mitigation vs Mitigation • No Mitigation
  • 13. 13 Avenue – No Mitigation vs Mitigation • Sound Walls and other mitigation
  • 14. 14 Avenue Station Potential Sensitive Zone 14 Secondary EntranceMain Entrance Residential Commercial
  • 16. 16 Resident Based Strategy • One on One visits with each property in potential ‘sensitive zone’ to explain work, existing mitigation, ask them to reach out to us if they have complaints (in addition to general communications for wider neighbourhood) • Conditions for determining the ‘sensitive zone’ have been determined based on major international projects such as the Boston Big Dig, Crossrail in London, and the Thames Tideway Tunnel. • Existing community feedback channels will be used to support the Resident Response Process in the following ways:  Community Offices  24 Hour Phone
  • 17. 17 Resident Response Process • Resident contacts CTS with overnight noise concern (11pm to 7am) • CTS responds within 24 hours • CTS investigates noise issue • If warranted, within 24 hours of the home visit, CTS offers resident appropriate noise reduction measure based on specific characteristics of the home • CTS keeps in touch with resident and follows up within 2 weeks of measure being activated to confirm effectiveness
  • 18. 18 Residential Noise Reduction Measures • Noise reduction measures will either mask noise, reduce noise transfer or improve indoor air circulation to allow windows to remain closed. • Measures could provide 20 to 30 dB further reduction compared to indoor sound levels if the windows left open (sound levels one quarter to one eighth as loud). • This represents a more than 25 to 40 dB noise reduction potential as compared to outdoor sound levels (a fifth to a sixteenth as loud). • Selection and effectiveness of measures will depend on the specific characteristics of each residence. • Noise reduction measures are also effective during the day for an overall added benefit for those closest to the construction sites.
  • 20. 20 Dewatering Update • Trenching works underway • Wells on west side of Avenue Road to begin week of September 5th • Centerline wells upcoming (on Eglinton, Braemar to Lascelles) – Overnight work ideal to minimize local traffic impacts
  • 21. 21 Sewer Lining Update • Preparatory work, delayed (originally scheduled for August 21 to September 1) – Approved overnight work permit to be extended – Public notice distributed locally • Sewer bypass installation – Mid-late September, approximately one week of work – Overnight work required to minimize day-time traffic disruption to complete trenching work across Avenue for sewer bypass pipes • Sewer Lining – October (3 weeks of work), approximately 3 days of work per section – On Eglinton Ave from Braemar to Lascelles, and small section on Avenue Road, Oriole Pwky and Highbourne – Overnight work required to avoid sewer/water service disruption to businesses and residences during daytime hours – Notice to be distributed locally
  • 22. 22 Watermain Lining • September/October • Temporary Water Connections for Watermain lining (150mm main) – Activity will take approximately 2 weeks – Eglinton Ave from Avenue to Oriole, Oriole from Avenue to laneway and laneway – Temporary water disruptions for switching of service connections to temporary water supply • Installation of water valve on 300mm watermain – Activity will take approximately 1 week of work – Sidewalk in front of 259 Eglinton Ave • Overnight work required for valve installation and switching of services to avoid water service disruption to businesses and residences during daytime hours
  • 23. 23 Tunnel Backfilling • Prior to mining works, CTS must fill portions of the tunnels with concrete • This involves drilling from the surface all the way to the TBM tunnels • Holes will be covered with steel plates until the concrete pour time • Once the concrete pouring is complete the holes will be filled and restored • Work areas located in the following areas: – Area A: 2 holes drilled in the eastbound curb lane, just west of Avenue R. – Area B: 2 holes drilled in the eastbound curb lane, at Highbourne Rd and Eglinton Ave. • Work will take approximately 2 months total – Crews will be set up in the area for approximately 1-2 weeks for the drilling of the wells (work zone in place) – Crews will return at a later date to complete the concrete pour over approximately 2 weeks (work zone only when pouring is underway)
  • 27. Chaplin Station Construction Update September 2017 • Continue piling at the Tertiary Entrance and southeast station box • Continue telecommunications (Bell) utilities relocation within the southwest station box area– week of Sept 11 • Commence installation of a 300mm sanitary sewer within the south station box area – week of Sept 18 October 2017 • Commence diversions work for the existing combined sanitary sewer system (overnight work) and installation of the new sanitary sewer infrastructure– week of Oct 16 • Implement construction staging on the north side of Eglinton Ave West to commence piling of the station box – week of October 23
  • 28. Chaplin Station 2017 Look Ahead Year Quarter Construction Activity Approximate Duration 2017 Q3 (July - September) • Continue piling at the south side of the station box • Continue piling at the Tertiary Entrance • Commence wet utilities relocation • 6 months • 4 weeks • 4 months Q4 (October- December) • Implement traffic staging on the north side of Eglinton Ave W and commence piling on the north side of the station box, shallow excavation and roof slab construction • 7.5 months
  • 29. Chaplin Station: Current Construction Staging Began August 30, 2017 for approximately eight (8) weeks
  • 30. Proposed Overnight Wet Utilities Work • Diversions of the existing combined sanitary sewer connections along Eglinton Ave W are required while crews install the new sanitary sewer infrastructure. • Diversion work involves cutting into the existing combined sanitary sewer and pumping the waste water while the new infrastructure is installed. • Rationale for overnight work: – Performing when use of the sanitary system is lighter will expedite the activity – Will minimize the public’s exposure to odor of sewage when existing sanitary pipes are cut – Reduces sewage flow will improve safety conditions for workers • Equipment to be used overnight includes excavators, trucks, skid steers and site lighting • Dates: Work will take place between mid-October and mid-January 2018, with approximately 15 days of overnight work • Hours: preparatory works (concrete removal, hydro-vacuuming, etc.) from 7:00 a.m. to 11:00 p.m.; diversion work (cutting pipes, excavation, hauling, etc.) from 11:00 p.m. to 7:00 a.m.
  • 31. Chaplin Station Concept: Aerial View Main Entrance Secondary Entrance *60% rendering Tertiary Entrance
  • 32. Chaplin Station Construction Progress 32 CRANE PAD CONSTRUCTION TRAFFIC STAGING SETUP
  • 33. Chaplin Station Construction Progress POLE INSTALLATION NEW WAYFINDING
  • 34. Chaplin Station Construction Progress 34June 2017
  • 35. 35 Local Area Map Station(s) under construction

Editor's Notes

  1. Pictures of under ground work, equipment
  2. List suface activities and pictures – equate to underground activity