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===Notes===
 
===Notes===
* Design includes [[pretreatment]] through stone diaphragms at [[Curb cuts|curb inlets]], and ditch inlet catch basin structure connected to downstream storm sewer pipe as outlet.
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* Design includes [[pretreatment]] through stone diaphragms at [[Curb cuts|curb inlets]], and ditch inlet catch basin structure located at furthest downgradient end, with connection to storm sewer pipe, as outlet.
 
* Operation and maintenance cost estimates assume rehabilitation of the swale surface is required after 25 years of operation.
 
* Operation and maintenance cost estimates assume rehabilitation of the swale surface is required after 25 years of operation.
  

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