Concrete retaining wall will be fc- = 210 kg-cm2 dwg
Containment wall plan note: - the concrete shall be fc- = 210 kg-cm2 - steels of fy = 4200 kg-cm2 - expansion joints shall be placed every 4 m - in section 3 - 3 the height of the retaining wall shall be variable according to the topography and conditions of the place; which will be verified on site.