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
Danielson Architecture Office

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