10-Verna Hill Slope detail.pdf

The image is a technical engineering diagram titled "Repair Existing Slope - Not to Scale" showing a cross-section (Section A-A) of a slope stabilization design. The diagram details the proposed repair method for an existing riverbed slope, specifying construction materials and layering techniques.

The diagram illustrates a detailed slope repair strategy involving multiple components: a geotextile fabric base, a 1'-0" thick layer of 6"-10" bedding stone, and 2' to 3'-6" diameter revetment stone placement. The design includes provisions for maintaining the existing grade while creating a stabilized slope, with annotations indicating the top and toe of the slope. The cross-section shows a layered approach to slope reinforcement, using stones of varying sizes to create a robust and stable embankment structure. A note suggests designing the slope gradient at 1.5 "where possible", indicating some flexibility in the exact slope angle depending on site conditions.