· Securing The Work Area In The Upper Part In The School Playground · Disassembly And Earthworks From The Top. Evacuation Of Rubble And Declacities By The School Court. The Earthworks Will Be Carried Out With A Station In Station In The Course · Depending On The Conditions, A Mini-Pelleter Will Make It Possible To Develop The Foundations Of The New Support At The Foot Of Support. The Intervention Area At The Foot Of The Wall Is Not Normally Underwater. The Work Will Be Done In Dry Weather. · Realization Of A Foundation Sole With Reinforcement Pending For The Resumption Of Horizontal Efforts · Realization Of A Concrete Veil In Booster Blocks. The Formwork Will Be Resistant Enough And Waterproof To Avoid Loss In The Vesdre · A Stabilized Embankment Is Made In Order To Close The Embankment. A Hydrocarbon Is Replaced In Finish In The Courtyard.
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