Specifications include, but are not limited to: e proposed repair consist of approximately 150 feet concrete grade beam wall supported on 18” concrete CIDH (cast-in-place drilled-hole) piles and stitch piles. The grade beam wall depth varies from 1’ to 8’. The CIDH and stitch piles depth are approximately 20’. The project also includes approximately 230’ of roadway improvement ; Mobilization Staging Area Setup Implementation on Erosion and Sediment Control Best Management Practices (BMP) Construction Area Signs per CAMUTCD standards and Special Provisions Temporary Traffic Control per CAMUTCD standards and Special Provisions Clearing and grubbing that includes tree trimming and removal (as shown on the plans) Roadway excavation and grading, backfill, and asphalt pavement Grade beam wall over concrete CIDH piles Utility coordination Crane height restriction applies due to existing overhead utilities. Contractor shall review the site constraint for overhead utilities and pole and determine appropriate crane equipment requirements. Auxiliary work shown on the plans and as directed by engineer. All construction activities including any temporary staging shall occur within County right-of-way unless directed otherwise by the engineer. Final cleanup Project Closeout