Technical Report

Page 25

2. Structure 2.3 Basement Structure

The site is located within a flood plain. For this reason, extra measures are taken to prevent water ingress into the basement area. The detail in fig. 2 shows a 500mm retaining wall sealed in a waterproof membrane. A drainage cavity exists to capture any possible water ingress throughout the building life. An inner lining of blockwork is laid on top of a concrete upstand.

Fig.2. Basement Section

| K14ET2 - Environment and Technology 2

Glasgow Reconnect 25


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