Demolition And Reconstruction Set Back 2 To 5 M From The Retaining Wall; The Current Very Degraded Masonry Wall Is Replaced By An L-Shaped Reinforced Concrete Wall With Masonry Facing. - Creation Of The Access Tracks Necessary For The Work. - Partial Removal Of Access Tracks And Creation Of Low-Water Benches. - Implementation Of Flow Diversification Devices. On The Left Bank, The Work Consists Of Demolishing And Evacuating The Storm Spillway, Maintaining The First 10 Meters, And Providing An Aqueduct Head With A Non-Return Valve. The Plans Attached To The File Identify, Locate And Specify These Interventions.
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