Preliminary Geotechnical Engineering Evaluation Sample Clauses

Preliminary Geotechnical Engineering Evaluation. Based on the geotechnical exploration results and desktop study, evaluate subsurface soil and groundwater conditions, and conduct engineering evaluations to assess the landslide potentials and develop preliminary recommendations for the mitigations and retaining walls. Assess the potential foundation support options for bridge crossings of the creek and evaluate the feasibility and alternatives for the trenchless pipe installation.
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Related to Preliminary Geotechnical Engineering Evaluation

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  • Preliminary Engineering In order to receive City review and approval of the Extensions, Developer shall furnish two (2) copies of the plat map, topographic map and proposed roads profile sheets in electronic format prior to the City’s ordering of the engineering plans from its Engineer. The contour elevation and road profile elevations shall be referenced to NAVD ‘88 datum. In the event Developer’s engineer prepares the construction plans and specifications, the above information shall be a part of the extension construction plans to be reviewed and approved by the City’s Engineer. The final plat map shall be to the scale of 1-inch = 20 feet. The contour map shall have a scale of 1-inch = 20 feet and contour intervals of two (2) feet or less. The road profile sheets shall be to the scale of 1-inch = 20 feet. Developer shall provide a minimum of one benchmark, datum being NAVD ‘88, on the project site; and the elevation and location of the benchmark shall be indicated on the maps furnished by Developer.

  • TECHNICAL EVALUATION (a) Detailed technical evaluation shall be carried out by Purchase Committee pursuant to conditions in the tender document to determine the substantial responsiveness of each tender. For this clause, the substantially responsive bid is one that conforms to all the eligibility and terms and condition of the tender without any material deviation. The Institute’s determination of bid’s responsiveness is to be based on the contents of the bid itself without recourse to extrinsic evidence. The Institute shall evaluate the technical bids also to determine whether they are complete, whether required sureties have been furnished, whether the documents have been properly signed and whether the bids are in order.

  • Reverse Engineering The Customer must not reverse assemble or reverse compile or directly or indirectly allow or cause a third party to reverse assemble or reverse compile the whole or any part of the software or any products supplied as a part of the Licensed System.

  • Value Engineering The Supplier may prepare, at its own cost, a value engineering proposal at any time during the performance of the contract. The value engineering proposal shall, at a minimum, include the following;

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • Preliminary Evaluation Site evaluation and planning functions should proceed concurrently with the accomplishment of Schematic Design, Design Development, and Construction Documents. The Design Professional shall conduct a preliminary review of the site based on information furnished by the Owner. The Design Professional will advise the Owner of potential site-related problems that the Design Professional notes from such review.

  • No Reverse Engineering You may not, and you agree not to or enable others to, copy (except as expressly permitted by this License or by the Usage Rules if they are applicable to you), decompile, reverse engineer, disassemble, attempt to derive the source code of, decrypt, modify, or create derivative works of the Apple Software or any services provided by the Apple Software, or any part thereof (except as and only to the extent any foregoing restriction is prohibited by applicable law or to the extent as may be permitted by the licensing terms governing use of open-sourced components included with the Apple Software).

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

  • Project Monitoring Reporting Evaluation A. The Project Implementing Entity shall monitor and evaluate the progress of its activities under the Project and prepare Project Reports in accordance with the provisions of Section 5.08(b) of the General Conditions and on the basis of indicators agreed with the Bank. Each such report shall cover the period of one

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