Drainage Design/Hydraulic Analysis Sample Clauses

Drainage Design/Hydraulic Analysis. Utilizing the survey data, the Consultant will analyze and develop a proposed stormwater design concept for the entire Olive Road Corridor. This will entail converting the existing rural drainage system with adjacent ditches and a few cross drains to an urban curb and gutter design with a proposed stormwater management facility. Due to widening the existing roadway to include a TWLT lane, a sidewalk on one side of the road and a multiuse path on the other side, the adjacent ditches will be eliminated or minimized, so off-site water will need to be collected in back of sidewalk drainage structures or ditch bottom inlets. The proposed stormwater plan concept shall be evaluated based on constructability, R/W constraints, wetland connectivity, construction cost, and stormwater requirements. The Consultant shall submit drainage calculations and plans for the collection, control, recovery of the required treatment volume for water quality and the disposal of excess run-off from extreme storm events, up to, and including, a one hundred (100) year, 24-hour storm. The calculations and plans shall be in accordance with specifications as required by Escambia County and shall include design and performance standards pursuant to Section 62-302.500 and Section 62-330, Florida Administrative Code. On-site retention and/or detention storage will be provided for the increased storm water run-off from the proposed roadway reconstruction and off-site contributing areas, if needed, for all critical duration design storms up to and including the twenty-four (24) hour, one hundred (100) year frequency storm. The drainage facilities shall provide a release mechanism to limit the storm water run-off peak rate and timing from the storage facility to that which would have been expected from the development site under natural or pre-developed conditions up to and including a one hundred (100) year critical duration storm. To meet the State and County stormwater standards listed previously, it is anticipated that one wet pond located on County owned property adjacent the southeast side of Olive Road and Carpenters Creek will be constructed. If more than one pond is required to permit the project, then additional pond design and associated pipe design/survey/geotech will be considered optional services. A closed drainage system utilizing curb and gutter, drainage inlets, along with back of sidewalk inlets or ditch bottom inlets will be utilized to collect stormwater and route to eithe...
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