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767 Douglas Street

767 Douglas Street

  • 14 August 202420 December 2024
  • by Kaelan

Scope of Work:

The 767 Douglas Street project in downtown Victoria was a complex undertaking for Copcan. The project required the demolition and removal of an underground parkade and the historic Empress Hotel Boiler rooms, involving the careful handling of asbestos and heavy metals. Given the project’s location right on the property line and its proximity to the ocean, several specialized shoring techniques were employed to ensure stability and safety.

For the waterfront side of the site, secant piles were installed and tied back with walers and rock anchors. This method was crucial for sealing groundwater and supporting the excavation near the ocean. The design and engineering of these walers were a critical part of the shoring scope, ensuring that the structure could handle the unique challenges posed by the waterfront location.

On the deeper excavation walls further from the water, soldier piles were used in combination with tieback rock anchors and shotcrete. This combination allowed for safe and effective vertical excavation along the property line, providing the necessary support for the excavation without compromising the adjacent structures or the stability of the site.

Overall, the project required a coordinated approach to shoring and excavation, incorporating advanced techniques to address the challenges posed by the site’s location and existing conditions.

Challenges & Solutions:

There were a few technical challenges faced during the construction of this project. Some of the major challenges and solutions were:

  • Demolition and Asbestos Abatement: The removal of the existing underground structures, including asbestos and heavy metals, posed environmental and safety risks. Proper abatement procedures and hazardous material handling protocols were implemented to ensure safe removal and disposal.
  • Proximity to Waterfront: The excavation footprint was close to the ocean, necessitating specialized shoring methods due to potential groundwater issues and structural stability concerns. The use of secant piles, tieback anchors, and walers for shoring, designed to seal off groundwater and provide structural support, is especially crucial for waterfront-facing excavation.
  • Adjacent Building Support: Supporting the adjacent 12-storey Aria building during excavation without compromising its structural integrity. The integration of the Aria building’s existing underground parkade into the shoring system until the excavation depth required independent support, ensuring safety and stability.
  • Contaminated Soil Management: Soil contaminated with metals and hydrocarbons from creosote timber piles required careful handling and disposal. The solution was hauling, and disposal of approximately 27,000m³ of contaminated soil at certified facilities, adhering to environmental regulations.
  • Foundation and Excavation Depth: Building foundations required precision and careful excavation, especially with depths ranging from 7.6m above sea level to -8.9m below sea level. The use of concrete secant piles and precise blasting techniques designed in-house to meet safety and structural stability requirements during deep excavation.
  • Traffic Management: Managing traffic flow on busy roads like Government St and Humboldt St, including maintaining access for cyclists on dedicated bike routes. Comprehensive traffic management plans are implemented to minimize disruption, prioritize cyclist safety, and ensure efficient excavation operations.

Overall Impact:

Construction began in June 2022 and was completed in July 2024. Although there were some delays and construction took longer than expected, overall the project progressed smoothly and was completed on the agreed time with the owners.

Willows Crossing Apartments

Willows Crossing Apartments

  • 27 August 202428 October 2024
  • by Ellie Elmi

Key Challenges & How They Were Overcome:

The schedule was a huge push on this project. Copcan manned the site with 15-20 workers at times with 3-5 excavators moving fill and placing gravels. Space was also limited on such a busy site with over a dozen sub trades working concurrently. Copcan worked closely with the superintendent from Seymour Pacific to ensure we stayed ahead of their other trades and crews.

DMAF Cook St. Sewer Upgrades

DMAF Cook St. Sewer Upgrades

  • 31 July 20241 October 2024
  • by Ellie Elmi

Scope of Work:

DMAF (Disaster Mitigation and Adaptation Fund) Cook St. Sewer Upgrades aimed to replace over 200 m of sanitary sewer pipe 3 to 6 m deep on a high-traffic corridor in Victoria BC. The PVC pipe varied from 200 mm to 600 mm in diameter, with connections to existing PVC, CIPP, and VITC pipes. Additionally, 3 new large diameter (1350 mm) manholes were installed, and surface restoration included concrete works, paving, landscaping and reinstating traffic detector loops.

Challenges & Solutions:

The primary technical challenge faced during construction was due to unstable ground conditions. Multiple trench collapses occurred, causing safety and constructability concerns. Another major challenge faced during construction was working in such a deep trench on a busy city road. The extreme spatial constraints and presence of several existing utilities (both underground and overhead) provided a challenge for our crews to maintain productivity. To work through these factors, management re-assessed project targets and scheduling daily. Additionally, productivity was slowed to ensure the safety of the crew and to manage unexpected conditions.

Overall Impact:

Construction onsite began on February 12, 2024, and finished on June 11, 2024. Although construction took longer than expected due to the poor ground conditions and unforeseeable trench collapses, the sewer was installed as planned to everyone’s satisfaction. For a complex project such as this, the main goal is to ensure quality control targets are met and that everyone gets home safely every day. Both these targets were achieved.

Johnson St Bridge

Johnson St Bridge

  • 19 June 202428 October 2024
  • by Ellie Elmi

Scope of Work

Our team installed 1830mm diameter casings with 25mm wall thickness, up to 33m long, through 18m of overburden into 340mPa granite rock. A 7m deep rock socket was completed below the casing tip. Due to the undulating bedrock profile, with grade differences of 2.2m across the casing diameter, pipe piles were fabricated on-site with cutting teeth and passed to a 160-ton crane on the work platform. The pier piles’ cut-off elevation was 3m below low water, necessitating a specially designed reinforcing cage suspension bracket to support splicing and concrete pouring. All concrete used was 45 mPa, tremie poured.

To excavate overburden, we employed a Leffer LKG1-180 Spherical grab, directly disposing of material into trucks. For seating the steel casing into bedrock and completing the 7m deep sockets, we utilized a Wirth PBA 612 Pile Top drill with a reverse-flood drilling system, recycling water through containment tanks.

Challenges & Solutions

The project’s primary challenge was maintaining installation accuracy, critical due to the pier substructure’s method. We achieved precision with all piles installed within 35mm of design position and 0.5 degrees of vertical. The rest pier, intermediate pier, and east abutment were supported by 1220mm diameter piles drilled through overburden, seated into bedrock, and completed with 3-5m rock sockets, reinforced and tremie concreted as specified.

Utilizing a Nissha RT150 rotator and Down-hole Hammer reverse-circulation drilling system, we managed tailings through a closed loop, ensuring clean and efficient operations. Each pile was flushed with fresh water and inspected via video to meet strict quality standards.

Overall Impact

This project exemplified CDI’s ability to deliver high-quality, precise construction in challenging conditions. Our innovative methods and dedication to excellence ensured the successful completion of the Bascule pier, reinforcing our reputation as a leading specialty foundation contractor.

Remediation of DND Yarrows Property

Remediation of DND Yarrows Property

  • 18 June 202428 October 2024
  • by Ellie Elmi
Bear Mountain

Bear Mountain

  • 14 June 20242 August 2024
  • by Ellie Elmi
Vic Press Building

Vic Press Building

  • 14 June 2024
  • by Ellie Elmi
The Sovereign Building – Downtown Victoria

The Sovereign Building – Downtown Victoria

  • 14 June 2024
  • by Ellie Elmi
1515 Douglas St. – Urban Blasting

1515 Douglas St. – Urban Blasting

  • 14 June 2024
  • by Ellie Elmi
Commercial Building Conversion

Commercial Building Conversion

  • 13 June 20242 August 2024
  • by Ellie Elmi

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