Proposed Design Improvements

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Presentation transcript:

Proposed Design Improvements Articulating Block Articulating Block Existing Ground Line Bank and shore riprap material will be used for added erosion control protection. Geotextile material will be installed to strengthen ditch slopes. Sheet pilings will only be installed within the 40-foot wide ditch right-of-way at the locations were the existing drainage structures are currently found. The tops of the sheet pile will be capped and will follow the existing ground elevations closely. They will be embedded into the ground approximately 30-35 feet deep and 2-4 feet will be left exposed above ground. 2’ Steel Sheet Piling Geotextile SR 434 Outfall Ditch FPID No. 423513-1-52-01

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