This document provides details of a proposed retaining wall, including dimensions, material properties, and calculations of forces and moments acting on the wall according to Eurocode 7. Key details include a propped cantilever retaining wall with a stem height of 5.5m, retaining loose gravel soil up to 5m high. Calculations show total vertical and horizontal forces of 778.7kN/m and 339.2kN/m respectively. The maximum bearing pressure on the wall foundation is calculated to be 0kPa with no eccentricity of loading.