Cambrian Site
Sudbury, Ontario
We fine tuned the subdivision of complex site topography into zones to maximize cost effectiveness. Bedrock efforts on the large site were differentiated into blasting and fill volumes, while similarly loose fill efforts were differentiated into subtraction and addition. Finally, the foundation structure and retaining walls were modelled together with the site volumes. These were all adjustable based on the fluid control over building placement including its location, elevation, and size to identify the most cost effective option.
PERIOD 2021
SCALE 2 stories
FLOOR AREA 46,500 ft2
CLIENT Bloomington Developments
STRUCTURAL Tall Pines Engineering
SITE STRUCTURAL S.A. Kirchhefer Ltd.
Englobe
CIVIL Tulloch Engineering
GEOTECHNICAL Terraprobe
ALGORITHM Bedrock Fill
Bedrock Blasting
Fill Subtraction
Fill Addition
Foundation Walls
Foundation Piers
Retaining Walls