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.
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STORM SEWER HYDRAULICS. The Engineer shall use the above-listed manuals to prepare and submit the work under this task.  The Engineer shall 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. The hydraulic calculations must have the following:  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 Roadway Design Manual, Hydraulic Manual, PS&E Preparation Manual and other deemed necessary State approved manuals. DocuSign Envelope ID: 6DA01770-719C-4EFF-A344-425189FAC6FB 161.5 STORM SEWER PLAN/PROFILES The Engineer shall develop storm sewer plan/profile sheets for the main trunk line and all laterals.

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