Nico79Bln
2024-04-16 07:50:43
- #1
Hello everyone, first of all, thank you for reading my question. My partner and I are currently having a house construction company calculate a quote for a 155m2 city villa. For the calculation of the foundation work, we submitted a soil report which shows that about 50-60cm of topsoil lies above the load-bearing soil. Today, the company called me and offered two options:
Option 1: - Remove the topsoil and store it on the property - Fill the pit with filler sand and compact it in layers - Excavate trenches for strip foundations about 80 cm deep and pour them - Pour the slab on the strip foundations - Dispose of the excavation or spread it on the remaining property
Option 2: - Only remove the turf - Excavate trenches for strip foundations about 80 cm deep and pour them - Pour a load-bearing slab (according to the statement significantly thicker and with more steel than in option 1)
Option 2 is supposed to be about 2.5 thousand euros cheaper than option 1 + the lower cost for the disposal of the excavation because significantly less material is removed.
Has anyone worked with such a foundation or has experience with it? I have never heard of building a foundation on topsoil. On the other hand, the weight of the slab does not rest on the topsoil but on the strip foundations which reach into the load-bearing soil layer. In the end, I do not want to risk damage to the entire house for a few thousand euros in savings.
Unfortunately, Google could not help me. Here I always only find the option of strip foundation with non-load-bearing slab or the load-bearing slab alone. Both, of course, on load-bearing soil.
Thank you very much!
Option 1: - Remove the topsoil and store it on the property - Fill the pit with filler sand and compact it in layers - Excavate trenches for strip foundations about 80 cm deep and pour them - Pour the slab on the strip foundations - Dispose of the excavation or spread it on the remaining property
Option 2: - Only remove the turf - Excavate trenches for strip foundations about 80 cm deep and pour them - Pour a load-bearing slab (according to the statement significantly thicker and with more steel than in option 1)
Option 2 is supposed to be about 2.5 thousand euros cheaper than option 1 + the lower cost for the disposal of the excavation because significantly less material is removed.
Has anyone worked with such a foundation or has experience with it? I have never heard of building a foundation on topsoil. On the other hand, the weight of the slab does not rest on the topsoil but on the strip foundations which reach into the load-bearing soil layer. In the end, I do not want to risk damage to the entire house for a few thousand euros in savings.
Unfortunately, Google could not help me. Here I always only find the option of strip foundation with non-load-bearing slab or the load-bearing slab alone. Both, of course, on load-bearing soil.
Thank you very much!