Design a cantilever retaining wall (length = 200 ft) to support a bank of earth 24 ft. high above the final level of earth at the toe of the wall. The retained material is level and has a weight of 100 pcf with active and passive pressure coefficients of 0.28 and 3.6, respectively. The coefficient of friction is 0.45 between concrete and soil. The maximum soil pressure under service load shall not exceed 3500 psf. Assume this wall is located in Cleveland, OH. Use , , and the straight method of the ACI code. Include the following: 1. Cover letter 2. Statement 3. Table of Contents 4. Quantities Sheet, Reinforcing Schedule 5. Complete set of drawings 6. Drainage details 7. Joint details 8. All calculations including deflections etc