STORM SEWER HYDRAULICS Sample Clauses

STORM SEWER HYDRAULICS. The Engineer shall use the above-listed manuals to prepare and submit the work under this task. The hydraulic calculations shall have the following: • Develop designs that minimize the interference with the passage of traffic or cause damage to the highway and local property in accordance with the State’s Hydraulic Design Manual, District criteria and any specific guidance provided by the State. Storm sewer calculations shall be performed using GEOPAK Drainage • Curb Inlet/Grate Inlet location, size, type, and ID • Curb Inlet /Grate Inlet hydraulic design parameters (ponding width, flow depth, inlet capacity, allowable head, etc.) • Storm sewer size, length, material, manhole and inlet junction losses The Engineer shall design all ditches to assure the design discharge is capable of being contained within the size of the ditch and set depth and freeboard as indicated on the TxDOT Roadway Design Manual, TxDOT Hydraulic Manual, TxDOT PS&E Preparation Manual and other deemed necessary State approved manuals.