The building is to be implemented near to the bank of the River Danube, on a vacant lot with neighbouring buildings on both sides. The ground has a stratigraphy which is typical of the Pest part of Budapest city: backfill down to a depth of -4,0 m, underlain by sand down to -7,0 m which, in turn is underlain by sandy gravel down to a depth of -13,5 m. The bedrock comprises solid impervious Kiscell clay.

The construction of the diaphragm wall is to be carried out by setting out from the -4,00 m level, the diaphragm wall is restrained into the impermeable clay at the -18,0 m level. Watertight joint tape is to be provided between the diaphragm panels. Dewatering wells will be provided at the base slab for dewatering during construction. Expected time of carrying out building and construction is 1998.