Channels and Ditches Sample Clauses

Channels and Ditches. ‌ 2 Developer shall ensure that the design for drainage channels provides 10-foot-wide vehicular 3 maintenance access ramps, from the maintenance road where possible, to the channel bottom 4 upstream and downstream of hydraulic structures. Developer shall not locate access ramps 5 closer than 100 feet from the nearest channel transition and must located on the high side 6 of the channel invert. Access ramps must slope downward in the downstream direction. 7 Developer shall include erosion control measures in the drainage channels and ditches, 8 including flexible or rigid channel linings, to prevent scour and sedimentation. 9 Side slopes of aggregate lined and unlined channels must not be steeper than 3:1 (H:V). 10 Concrete-lined channels must have side slopes no steeper than 2:1. Developer shall provide 11 maintenance access for channels having a length of 500 feet or more. 12 Developer shall ensure that the minimum freeboard is 1 foot for a 100-year storm event, where 13 overtopping would permit stormwater to break out of ADOT ROW and whose failure would 15 For leveed channels where the water surface elevation is higher than natural ground, Developer 16 shall provide an additional 1 foot of freeboard to accommodate surface irregularities and
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Channels and Ditches. The current conceptual plan (see attachment) calls for reaches of channels ranging in bottom width between six (6) and 12 feet, with depths ranging from three (3) to five (5) feet, and 3:1 (H:V) side slopes. However, this will be reviewed and refined through Task 7.1. It is not anticipated that grade control structures will be required due to the relatively flat topography.

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