Basement excavation and site retention for 33 storey tower
50 Lonsdale St, Melbourne
Description of Works:
Bulk Excavation: 78,000 m3
Retaining Walls: 6,000 m2
190 number Soldier Piles
3,000m2 Shotcrete Walls
The new office tower development is part of new generation of developments to fit into the Melbourne central business district with a mix of commercial, retail, leisure, heritage, public urban and car park facilities. Particular emphasis is given to preserving the heritage aspects of the area, with an energy efficient building providing the working environment expected for modern commercial developments. The developer is a property trust investing funds on behalf of Australian superannuation funds.
The site was partly occupied by converted warehouse buildings and some quite significant heritage buildings. The heritage buildings and historic laneways were to be preserved whilst demolishing the less significant warehouse and commercial buildings to make way for the new tower.
To enable the developer to commit the project early whilst selecting a design and construct builder for the tower structure, the demolition and basement works were tendered and let as an early works package, which was won by CDL. This system allows the project to get out of the ground much faster whilst the building proposals are finalised.
The developer required a civil contractor who could manage the demolition, excavation and retention works in Melbourne’s bustling CBD, with the issues of interfacing with neighbouring commercial buildings, the intense road traffic, the public, service authorities and the municipal authorities. CDL’s works were project managed by the Clifton Coney Group on behalf of the developer.
Commencing in March 2003 after an intense archaeological dig commissioned by the client, CDL demolished the 5 single to 3 storey buildings fringing the site and commenced boring for the soldier piles. A capping beam was constructed at the top of the soldier piles, with localised underpinning of adjoining buildings. Excavation commenced for the five level basement to some 14 metres below street level, with the soldier piles and shotcrete infill panels tied back with temporary ground anchors forming the retention system. The large number of truck movements, to dispose of the excavated clay and siltstone / mudstone rock, were handled without fuss.
The project manager had exacting requirements in relation to quality, environmental and health and safety controls. First tier project consultants also oversaw the construction of the project. CDL successfully managed the construction of the job until the engagement of the design and construct builder late in our works.
Access to the raft core footing was delivered within the tight construction programme, allowing the builder to move straight into construction of the tower structure.