Lee Wharf Honeysuckle Development
Project
Lee Wharf Honeysuckle Development
Honeysuckle Drive, Newcastle, NSW
Client
Stronach & Richard Crookes Constructions
Construction Budget
$65m
Project Details
The development comprised:
- 5 x multi-level structures over two sites, ranging from 4 to 8 storeys above finished ground level
- Single level underground basement carpark for approximately 250 vehicles split over 2 sites.
Challenge Faced / Engineering Problem Solved
- High Mine Subsidence Design Parameters
- Increased Earthquake Design requirements due to deep soft soils
- High water table causing hydrostatic uplift pressures on the building
- High lateral wind forces due to coastal exposure
- High corrosivity due to coastal exposure
Safe Strong Stable Solution
Construction systems used included:
- Building supported on steel screw piles
- Continuously reinforced basement slabs
- Precast Concrete basement perimeter walls
- Post-tension suspended concrete systems
- Structural steel framed roof and awnings
Engineering Design Services / Reviews
- Earthquake and wind modelling, analysis and design
- Footing and pile foundation design using steel screw piles
- Conventionally reinforced basement slab design for mine subsidence and hydrostatic uplift pressures
- Suspended concrete upper level slab and beam designs using post tension systems
- Structural steel column and wall analysis and engineering design
- Structural steel roof rafters, purlins and awning framing analysis and engineering design
Project Type
New Building Construction
Engineering Type
Structural
Construction Phase Services
Project Stages
- Site Investigation and Assessment of deep soils and mine subsidence
- Structural Engineering Design and Documentation
- Design Workshops and Project Meetings
- Design Coordination with all Consultants, Client and Principal Contractor
- Safety in Design / Environmental Considerations
- Construction Phase Services – Site Inspections, RFIs, Shop Drawing Reviews
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