Mutti: Engineering Excellence and Foundation Integrity
The Mutti project is being developed on a 3-hectare site, divided into two 1.5-hectare plots—one at the base and one at the top.
The initial elevation difference within the project was 21 meters—the equivalent of 6-7 storeys of a building. The site is located on a slope, which required comprehensive engineering preparation of the site before construction of the villas began.
1. WORKING WITH RELIEF AND SOIL LEVELS
The first stage involved complete site clearance and basic terracing, taking into account future roads, infrastructure, and utilities.
Extensive ground level redevelopment was completed:
part of the site was lowered by 2-3 meters, while part was raised.
The lower part of the site was previously located at an elevation of 14.5-15 meters above sea level. During the engineering preparation process, the site was raised by 3–3.5 meters and is currently located at 18 meters above sea level.
The upper part of the site is 35.5 meters above sea level.
Even the lowest point of the project is located on an elevated level, ensuring natural drainage and increased protection from flooding.
2. MULTI-LEVEL DRAINAGE SYSTEM (3 CIRCUITS)
The drainage system is implemented using a multi-stage control system, from each villa to the state water supply.
Level 1 – Villa Internal System
Septic tanks are located under the water consumption zones.
A villa with 4–5 bedrooms may have 2–3 septic tanks with 6 bathrooms. Bathrooms can be located one above the other and combined into a single zone with a shared septic tank. Level 2 — Local Private Plot Line
Water from the septic tanks flows into a small drainage line around the perimeter of the villa.
The system slopes toward the road, allowing for private access and parking.
Level 2 — Main Village System
All local drainage lines converge into a single drainage system along the complex's roads.
Level 3 — State Canal
The general drainage system drains into a state canal running through the project area.
The canal is being widened and landscaped using Mutti land to ensure stable drainage of wastewater and stormwater.
This ensures complete drainage control at all stages—from the villa to the final discharge point.
3. RETAINING WALLS AND SOIL RETENTION
The terrain required enhanced soil stabilization. A system of retaining walls was constructed around the project perimeter, each of which is a composite structure and includes:
- 6-meter driven piles (deep soil stabilization)
- a reinforced concrete L-shaped structure with an additional platform
The platform is poured so that the soil pressure reinforces the wall's stability.
All structures were built according to approved designs and have official permits from government agencies.
4. CONNECTION OF RELIEF , RETAINING WALLS, AND THE STATE CANAL
The elevation of the lower portion of the site by 3–3.5 meters was directly related to the installation of the state canal.The Mutti project is being developed on a 3-hectare site, divided into two 1.5-hectare plots—one at the base and one at the top.
The initial elevation difference within the project was 21 meters—the equivalent of 6-7 storeys of a building. The site is located on a slope, which required comprehensive engineering preparation of the site before construction of the villas began.
1. WORKING WITH RELIEF AND SOIL LEVELS
The first stage involved complete site clearance and basic terracing, taking into account future roads, infrastructure, and utilities.
Extensive ground level redevelopment was completed:
part of the site was lowered by 2-3 meters, while part was raised.
The lower part of the site was previously located at an elevation of 14.5-15 meters above sea level. During the engineering preparation process, the site was raised by 3–3.5 meters and is currently located at 18 meters above sea level.
The upper part of the site is 35.5 meters above sea level.
Even the lowest point of the project is located on an elevated level, ensuring natural drainage and increased protection from flooding.
2. MULTI-LEVEL DRAINAGE SYSTEM (3 CIRCUITS)
The drainage system is implemented using a multi-stage control system, from each villa to the state water supply.
Level 1 – Villa Internal System
Septic tanks are located under the water consumption zones.
A villa with 4–5 bedrooms may have 2–3 septic tanks with 6 bathrooms. Bathrooms can be located one above the other and combined into a single zone with a shared septic tank. Level 2 — Local Private Plot Line
Water from the septic tanks flows into a small drainage line around the perimeter of the villa.
The system slopes toward the road, allowing for private access and parking.
Level 2 — Main Village System
All local drainage lines converge into a single drainage system along the complex's roads.
Level 3 — State Canal
The general drainage system drains into a state canal running through the project area.
The canal is being widened and landscaped using Mutti land to ensure stable drainage of wastewater and stormwater.
This ensures complete drainage control at all stages—from the villa to the final discharge point.
3. RETAINING WALLS AND SOIL RETENTION
The terrain required enhanced soil stabilization. A system of retaining walls was constructed around the project perimeter, each of which is a composite structure and includes:
- 6-meter driven piles (deep soil stabilization)
- a reinforced concrete L-shaped structure with an additional platform
The platform is poured so that the soil pressure reinforces the wall's stability.
All structures were built according to approved designs and have official permits from government agencies.
4. CONNECTION OF RELIEF , RETAINING WALLS, AND THE STATE CANAL
After raising the ground level and constructing a retaining wall approximately 3.5 meters high, the lower portion of the project is more than 3 meters above the ground level along which the canal runs.
This created an additional layer of protection against potential flooding and increased the stability of the entire area.
