Hydraulic Survey Sample Clauses

Hydraulic Survey. It is anticipated that the City will provide basic cross section surveys of the ditch at various locations. The survey will include bottom of ditch elevations, location of the toes of the ditch slopes, top of bank, etc. in order to delineate the ditch cross sections.
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Hydraulic Survey. The hydraulic survey will include 15 stream cross sections as needed for analysis of the proposed bridge hydraulics and preparation of the Preliminary Bridge Design and Hydraulic Report, as required for review and approval by the IDOT Bureau of Bridges & Structures and the IDNR Office of Water Resources.
Hydraulic Survey. A stream survey will be conducted. This stream survey will follow the current guidelines of the DEPARTMENT Drainage Manual and McHenry County Stormwater Management Ordinance for the development of the hydraulic model. ▪ Floodplain stream cross sections will be taken upstream and downstream of the Xxxxxxx Road bridge structure at intervals of approximately 50 feet, 500 feet and 1,000 feet. An additional cross section will be taken approximately 250 feet upstream. ▪ Full topographic survey within 50 feet upstream and downstream of the two bridge structures, additional topographic features will be surveyed and as directed by the drainage engineer. ▪ Within 50 feet upstream and downstream of the bridge structure, additional topographic features will be surveyed and as directed by the drainage engineer. ▪ Critical low openings of adjoining drainage structures within the project limits will be located with elevations. ▪ Streambed profile will be surveyed at 100’ interval a distance of 1,000 feet up and downstream of the structure. ▪ Normal water surface elevation will be surveyed throughout survey limits. ▪ Waterway opening sketches upstream and downstream will be prepared for the structure. ▪ The vertical and horizontal limits of the cross-section elevations will be one foot above the anticipated 100-year floodplain elevation. ▪ The anticipated 100-year floodplain elevation will be obtained from the hydraulic analysis for the project. Survey datum shall be the same as outlined in Horizontal and Vertical Control. Quality Control/Quality Assurance of Topographic Survey ▪ Perform a quality assurance of survey control and level circuits to verify observations do not exceed tolerance established for this project. ▪ Perform a field verification of surveyed data to verify all field surveys were completed within the tolerances established for project and verify no topographic features were omitted to surveyed. ▪ Perform a verification of boundary calculations, legal descriptions, and Plat of Highway ▪ Report to LPA if any deviations in quality or scope of work occurred during the survey. Deliverables: ▪ Provide Topographic Survey in MicroStation CADD format. ▪ Provide Surface in MicroStation CADD format. ▪ Coordinate file in ASCII format containing all surveyed points. ▪ Copies of field book with detail sketches in PDF format. Task 3 – Utility Identification and Coordination Utility Investigation. Pertinent utility information will be collected for the project area to ...

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