K2 Condominiums - HCM Group

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

Wal-Mart Micropiles

Wal-Mart Micropiles

Overcoming Poorly Engineered Fill This project solved a very difficult problem for Buttcon and Walmart Canada, with the new footings settling on a poorly done engineered fill. The previous winter

Milton Grade Separation

Milton Grade Separation

Milton Grade Separation Client: BOT Construction Location: Milton, Ontario

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

HCM Group - Sage Condominiums: Phase II

Sage Condominiums: Phase II

Sage Condominiums: Phase II The construction of the new Sage Condominium required a shoring system that could facilitate the 10 meter foundation depth while working within encroachment restrictions. RWH Engineering

Cobourg Railway Station

Cobourg Railway Station On this project, HCM, in conjunction with its in-house engineering company, RWH Engineering Inc. (RWH), was able to offer the owner one source for the design, supply,

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