Skip to content

K2 Condominiums

  • Soldier Piles & Lagging

K2 Condominiums

This development on King Street in Waterloo required approximately 15,000 SF of shoring for two levels of underground parking. RWH Engineering Inc. (RWH) designed a piles and lagging shoring system with rakers to reach depths up to 9 meters. Wet fine sands required careful excavation and lagging in small lifts to ensure no ground loss occurred. High surcharges imposed by surrounding buildings required the rakers to be jacked in order to lock in the design load to minimize shoring movement.

Due to HCM’s efficient construction and project management, this project finished on time and on budget

Client: U.I.D. Developments Inc.
Location: Waterloo, Ontario

Paruk Residence

Paruk Residence

/ ,
Overcoming Poor Soil-Bearing Capacity The Paruk Residence is a high end two story structure, located at 24 York Valley Crescent in North York, Ontario, just north of the Don River.
Read More
TTC St. Clair Station

TTC St. Clair Station

/
Overcoming Tight Access and High Water Table Two new elevators on the east and west sides of St. Clair station were installed to allow easier access for disabled persons. During
Read More
TTC Wilson Complex Modification

TTC Wilson Complex Modification

/ , , ,
Engineering Solutions The Toronto Transit Commission will be purchasing all new subway cars in the near future, creating the requirement of larger maintenance carhouses. The original contract drawings employed caisson
Read More
Graham Residence

Graham Residence

/
 Residential Shoring: Complex Design Requires Innovation A retaining wall was required to accommodate the architectural design for a private residence. The site topography presented the General Contractor (Builder) with the
Read More
Aldershot GO Station Improvements

Aldershot GO Station Improvements

Our Innovative Solution Saves Time Work at the Aldershot Go Station in Burlington, Ontario comprised of the construction of two new pedestrian tunnels to access the existing passenger platforms. The
Read More

George Street Bridge

/
George Street Bridge This bridge replacement project required the drilling of two abutments consisting of a total of 32 drilled caissons in the existing creek bed. In addition to the
Read More