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Entwässerungsrinne aus dem Gelände erstellt werden. Die Geländerinne hat über die vergangenen Jahre immer wieder kleinere Mengen Geschiebe bis zur Oberalpstrasse verfrachtet und dort abgelagert und damit den Strassenverkehr behindert. Die bestehenden Schutzbauten (Bachsperren, Einlaufbauwerk in Mauer) vermögen die Risiken nicht zu beseitigen.
Zur Schliessung der Schutzlücke soll ein Geschiebefang oberhalb des bestehenden Einlaufbauwerks der Stützmauer erstellt werden. Gleichzeitig soll die Stützmauer zur Stützung des übersteilen Geländes bzw. verwitterten Felsgesteins um rund 2 m erhöht werden.
Objektkenndaten:
- Bohr- und Ankerarbieten
- Spritzbeton und Betonarbeiten
- Betonmauer mit Natursteine-Vormauerung mit Natursteinen
Hauptmengen:
- 150 h Geländeräumung und Schutzpalisaden
- 100 m3 Ausub / ca. 50 m3 Felsaushub
- 110 m Bohr-/Ankerarbeiten
- 35 to Spritzbetonarbetein
- 35 m3 Betonarbeiten
- 60 m2 Naturstein-Vormauerung
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