Concrete retaining wall will be fc-= 210 kg-cm2

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