Proposed Bridge Model Sample Clauses

Proposed Bridge Model. The HEC-RAS model will be re-run for various design discharges for the proposed replacement bridge. The model will also incorporate any encroachment from bridge approach fills. The hydraulic variables (water surface elevation, velocity etc.) will be determined for the design discharge, 50- and 100-year discharges estimated under Task 2 above. Results from the hydraulic analysis will be provided in both tabular as well as graphical output formats for the consultant team. Revise the hydraulic model for the final proposed bridge configuration. The hydraulic variables (water surface elevation, velocity etc.) will be determined for the design discharge, 50- and 100-year discharges estimated under Task 1 above. Results from the Hydraulic analysis will be provided in both tabular as well as graphical output formats for the consultant team. Hydraulic Criteria: Chapter 800 of the Caltrans Highway Design Manual (HDM) delineates the hydraulic design criteria for bridges. The basic rule for hydraulic design is that bridges should be designed to pass the Q50 with sufficient freeboard and convey the Q100 without freeboard, exceptions may be granted if sufficient evidence is provided. The HDM notes that 2 feet of freeboard is often assumed for preliminary bridge designs but leaves the recommendation for freeboard to the judgment of the hydraulic engineer based primarily upon the debris anticipated at the bridge. Drift: Xxxxx and Associates will research bridge maintenance records for existing bridges upstream and downstream of the proposed bridge to determine if any maintenance challenges have occurred such as debris getting caught on the bridge piers. This helps to determine the necessary freeboard, span lengths and the type of bridge pier that will minimize debris capture and therefore future maintenance.
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Related to Proposed Bridge Model

  • Construction Progress Schedule; Overall Project Schedule The Contractor shall submit for review by the Design Professional and approval by the Owner a Construction Progress Schedule based upon the Design Professional’s Preliminary Design and Construction Schedule and prepared using a CPM (Critical Path Method) process within sixty days after the Effective Date of the Contract, utilizing a full-featured software package in a form satisfactory to the Design Professional and Owner, showing the dates for commencement and completion of the Work required by the Contract Documents, including coordination of mechanical, plumbing, and electrical disciplines, as well as coordination of the various subdivisions of the Work within the Contract. Milestones must be clearly indicated and sequentially organized to identify the critical path of the Project. The Construction Schedule will be developed to represent the CSI specification divisions. It shall have the minimum number of activities required to adequately represent to the Owner the complete scope of Work and define the Project’s (and each Phase’s if phased) critical path and associated activities. The format of the Construction Progress Schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, inspections for Material Completion and Occupancy Date, and Final Completion Date. The Contractor shall submit, along with the Construction Progress Schedule, the Submittal Schedule for approval by the Design Professional, correlating the associated approval dates for the documents with the Construction Progress Schedule. Upon recommendation by the Design Professional and approval by the Owner, the Construction Progress Schedule shall become the Overall Project Schedule, which shall be utilized by the Design Professional, Owner and Contractor. The Contractor must provide the Design Professional and the Owner with monthly updates of the Overall Project Schedule indicating completed activities and any changes in sequencing or activity durations, including approved change orders. See also Article 3.3.5.

  • Bidding and Proposal Phase 1.5.1 In conjunction with the development of the Guaranteed Maximum Price and at other times as appropriate to the Project, the Architect/Engineer shall assist the Owner and Construction Manager by receiving and recording requests for Bid and Request for Proposal (“RFP”) Documents, receiving and resolving questions about Bid and RFP Documents; preparing addenda, issuing addenda, and accounting for addenda issued; attending pre-bid and pre-proposal conferences and HUB meetings; evaluating bids and proposals; and assisting in preparing and awarding multiple contracts for construction. Architect/Engineer shall answer inquiries from bidders and proposers at Owner’s request, and shall prepare and issue any necessary addenda to the bidding or proposal documents.

  • Alternative Work Schedule An alternate forty (40) hour work schedule (other than five (5) uniform and consecutive eight (8) hour days in a seven (7) day period), or for hospital personnel an eighty (80) hour workweek in a fourteen (14) day period and other mutually agreed upon schedules that comply with applicable federal and state law. Employee work schedules normally include two (2) consecutive days off.

  • Alternate Work Schedule An alternate work schedule is any work schedule where an employee is regularly scheduled to work five (5) days per week, but the employee’s regularly scheduled two (2) days off are NOT Saturday and Sunday.

  • Evaluation Schedule CLIENT REFERENCES The Tenderer shall provide details of his performance on each of the previous projects listed in the “Relevant Experience” returnable schedule. “Client Reference Scorecards” will be completed by each of the respective Clients for the projects listed in the “Relevant Experience” returnable schedule. The following are to be completed by the Client and Principal Agent and is to be supported in each case by a letter of award and the works completion certificate. Both Client and Principal Agent must sign and stamp the documents, failure to obtain both signatures and stamps will result in no allocation of points. PROJECT NAME and SCOPE OF WORK: Principal agent: ................................................................................................................................. Client: .. ..............................................................................................................................................

  • Overall Project Schedule The Construction Progress Schedule that is approved by the Owner.

  • Construction Schedule The progress schedule of construction of the Project as provided by Developer and approved by District.

  • Salary Schedule Placement 1. Credit hours for the purpose of placement on the salary schedule shall be defined as those semester hour credits earned for graduate courses that are within the teacher’s present certification or a planned program leading to additional areas of teacher certification, guidance or administration. Upon approval of the Superintendent, any other courses, graduate or undergraduate may be certified for proper placement on the salary schedule.

  • Bidding Phase 2.8.1 The Professional, following the Owner's approval of the Construction Document Phase, shall assist the Owner in obtaining bids and in award and preparation of Construction Contracts.

  • Flexible Work Schedule A flexible work schedule is any schedule that is not a regular, alternate, 9/80, or 4/10 work schedule and where the employee is not scheduled to work more than 40 hours in the "workweek" as defined in Subsections F. and H., below.

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