Demolition of prefabricated steel building and adjacent 3-storey wood-framed residential building. Their proximity to sidewalks, power lines, and an adjacent property required particular attention to debris and overhead hazards in our engineered deconstruction sequence.
Stability Analysis for Kinder Morgan
Shaft Wall for GRD Construction
New Retaining Wall in Coquitlam
Masonic Temple, Vancouver
Metrotown Skytrain Station, Burnaby
Broadway-Commercial Station, Vancouver
Holt Renfrew, Vancouver
Newton Wave Pool, Surrey
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