City Tattersalls Redevelopment

Built in 1891, the City Tattersalls Club is a state heritage listed building and is one of the few surviving city clubs of the 19th century.

DECC were engaged by Richard Crookes Constructions to complete the heritage façade retention, demolition of the four separate buildings that comprise the City Tattersalls Club, and the excavation and site retention for the approved construction of a mixed-use development.

Demolition: All four buildings were constructed at different times and were later renovated to add access between separate structures. Demolition needed to be sequential starting from the top floors down, using small excavators and skidsteers. The site had no rear access, and adjacent structures were built up to the site boundary, complicating logistics and the demolition process.

Hazardous Material Removal: The presence of asbestos, lead paint, and other hazardous materials necessitated an extensive Hazardous Materials Report to be completed prior to removal. An experienced and licensed Asbestos Removal contractor was engaged to complete the removal, under strict hazmat conditions.

Heritage Protection: Three out of the four buildings in the project had significant heritage value, requiring the careful preservation of facades and other structural elements. Advanced planning and engineering solutions mitigated any risks associated with the heritage preservation.

Vibration Monitoring: Due to the proximity to the Sydney Metro tunnel, the works required precise vibration monitoring and control measures during the demolition process.

Structural Bracing: DECC implemented stability and heritage bracing during the City Tattersalls Club demolition. At 194 Pitt Street, propping supported the parapet and external walls before roof demolition. At 196 Pitt Street, structural steel and propping enabled safe vehicle egress. At 198-200 Pitt Street, stability frames, cross bracing, and heritage bracing were installed to maintain the integrity of the façade and structure, particularly in the front bays and low bar area. Propping at 202-204 Pitt Street ensured floors could support demolition equipment. These measures preserved structural stability and protected heritage elements during demolition.