Chris1212
2017-04-25 14:00:50
- #1
Hello everyone,
we are about to buy a sloping plot with an area of approx. 920m² and start construction during the year. Since the whole thing will be a bit more difficult due to the slope, I wanted to get your opinion on our current idea:
1) The natural ground surface rises from street level by approx. 4.5m in height over a length of approx. 33m. To achieve a larger flat area, we have planned to have the area of the building volume and approx. 2m around it raised by approx. 0.8m. Our contractor recommended RCT (apparently recycled concrete) for this, which will be compacted in layers, followed by a plate load test. Underneath that a geotextile. A soil report is available. According to this, foundations can be made with normal strip foundations or as a slab foundation. Is this still the case if filling is done? Can the foundation then be made on the RCT? Otherwise, I have heard about the possibility of creating a so-called blind plinth. What exactly does that mean? What would be the advantage? Unfortunately, I could not find anything clear about this on Google. The development plan includes a textual specification that the plinth height may not exceed 0.8m.
2) The rest of the slope is also to be divided into 2 more or less equal-sized (flat) terraces. What should be considered here? How would you stabilize the slope?
3) On the northern boundary, a carport is to be built as an attached carport (approx. 3-3.5m wide) over a length of 9m, to utilize the possible boundary building of 9m as optimally as possible. The filling is to be secured towards the neighbor side with L-walls (1m). In my opinion, due to the regulations on boundary construction, we must also ensure that the natural ground surface is not exceeded by more than 3m in height (0.8m for filling + max. 2.2m for the carport). Is that correct?
I have created 2 sketches for the planned terrain modeling (side view + top view). The top view comes from the development plan, on which the current contour lines are also drawn. These are the parcels 451+452 (which will be merged into one parcel before construction starts).
we are about to buy a sloping plot with an area of approx. 920m² and start construction during the year. Since the whole thing will be a bit more difficult due to the slope, I wanted to get your opinion on our current idea:
1) The natural ground surface rises from street level by approx. 4.5m in height over a length of approx. 33m. To achieve a larger flat area, we have planned to have the area of the building volume and approx. 2m around it raised by approx. 0.8m. Our contractor recommended RCT (apparently recycled concrete) for this, which will be compacted in layers, followed by a plate load test. Underneath that a geotextile. A soil report is available. According to this, foundations can be made with normal strip foundations or as a slab foundation. Is this still the case if filling is done? Can the foundation then be made on the RCT? Otherwise, I have heard about the possibility of creating a so-called blind plinth. What exactly does that mean? What would be the advantage? Unfortunately, I could not find anything clear about this on Google. The development plan includes a textual specification that the plinth height may not exceed 0.8m.
2) The rest of the slope is also to be divided into 2 more or less equal-sized (flat) terraces. What should be considered here? How would you stabilize the slope?
3) On the northern boundary, a carport is to be built as an attached carport (approx. 3-3.5m wide) over a length of 9m, to utilize the possible boundary building of 9m as optimally as possible. The filling is to be secured towards the neighbor side with L-walls (1m). In my opinion, due to the regulations on boundary construction, we must also ensure that the natural ground surface is not exceeded by more than 3m in height (0.8m for filling + max. 2.2m for the carport). Is that correct?
I have created 2 sketches for the planned terrain modeling (side view + top view). The top view comes from the development plan, on which the current contour lines are also drawn. These are the parcels 451+452 (which will be merged into one parcel before construction starts).