Complex Hydraulic Design and Documentation Sample Clauses

Complex Hydraulic Design and Documentation. The Engineer shall provide the following services:
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Complex Hydraulic Design and Documentation. The Consultant shall provide the following services:
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Complex Hydraulic Design and Documentation. If the revisions of the provided report are required, the Engineer shall provide the following data collection services for the frontage road bridges over lake Xxx Xxxxxxx as directed:
Sample 1
Complex Hydraulic Design and Documentation. The Engineer shall review the hydraulic analyses provided in the hydraulic report(s) for the IH 30 Schematic (CSJs: 0000-00-000, 0000-00-000, 0009-12- 219, 000911-241, 0009-12-240) provided by the State for concurrence. The Engineer shall not use the hydraulic results provided in the IH 30 Schematic (CSJs 0000-00-000, 0000-00-000, 0000-00-000, 000911-241, 0009-12-240) for the cross drainage structures without assessing of their validity in the PS&E design. If the revisions of the provided report are required, the Engineer shall provide the following data collection services as directed by the State:
Sample 1
Complex Hydraulic Design and Documentation. The Engineer shall provide the following additional services: A. The Design Work will include modify drainage P&P Sheets listed below:  Drainage Area Maps (5 Sheets)  Drainage Plan and Profiles Sheets (10 Sheets)  Geopak Output Tables (2 Sheets)  Storm Sewer Summaries (2 Sheets)  Update typical sections (1 Sheet)  Update Cross Sections FUNCTION CODE 145(145, 164) – MANAGING CONTRACTED/DONATED PE PROJECT MANAGEMENT AND ADMINISTRATION Project Management and Coordination. The Engineer shall perform the following Additional Services: A. Coordination with GEC/Toll Road
Sample 1
Complex Hydraulic Design and Documentation. The Consultant shall provide the following services:  Gather pertinent information regarding existing drainage facilities and features from existing plans andother available studies or sources.  Perform a hydrologic impact analysis using the Rational Method to determine if the increased impervious cover associated with the proposed sidewalks will result in an increase in peak flow ratesfor the 2-yr, 25-yr, 10-yr, and 100-yr storm events.  Perform a hydraulic impact analysis for two (2) proposed pedestrian bridges using flow rates from hydrologic impact analysis and appropriate hydraulic methods, which may include computer modelssuch as Bentley FlowMaster.  Develop a TCSS Manual Waiver Request Letter summarizing the methodology and assumptions used indeveloping the hydrologic and hydraulic analyses.  Perform hydraulic design and analysis using appropriate hydraulic methods, which may include computer models such as HEC-RAS, unsteady HEC-RAS or 2D models such as SWMM. Consultants shallnot use versions beyond those noted above without first discussing with City/TxDOT. Consider pre- construction, present and post-construction conditions, as well as future widening
Sample 1
Complex Hydraulic Design and Documentation. The Engineer shall provide the following services: DocuSign Envelope ID: 798F7E2C-0AE6-40EE-BFB4-3AB848988972
Sample 1
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  • Design Development Documents See Section 2, Part 1, Article 2.1.5.

  • Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.

  • Infrastructure (a) The Borrower has and will maintain a sufficient infrastructure to conduct its business as presently conducted and as contemplated to be conducted following its execution of this Agreement.

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