Geotechnical Design Report Sample Clauses

Geotechnical Design Report. Consultant will prepare a Geotechnical Design Report summarizing the subsurface conditions, seismic hazards, preliminary design, and construction recommendations. The Geotechnical Report must summarize the field observations, subsurface conditions, laboratory test data, analysis results, construction issues, preliminary geotechnical recommendations for pertinent geotechnical design elements, and recommendations for additional geotechnical explorations if appropriate for final design.
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Geotechnical Design Report. (i) The Company shall ensure that the Designer shall prepare a Geotechnical Design Report as defined in the DMRB for all earthworks, foundations or other geotechnical design elements of the scheme in accordance with BS EN 1997-1, which may be subdivided and arranged as appropriate. The report(s) shall be updated to take account of any supplementary ground investigations or other relevant additional information as the New Works proceed.
Geotechnical Design Report. A design-level materials report will be prepared for the project. The report will include the following:  Description of physical properties and characteristics of the existing pavement section and subsurface soils and groundwater  A plan showing the locations of borings and log of borings  Discussion of the physical setting (climate, land use, geology, and pertinent reports)  Discussion of existing facilities and proposed improvements including existing pavements, field exploration, laboratory testing, and surface water  Discussion of corrosivity of soils with respect to concrete  Discussion of pertinent geotechnical factors (soil, geology, and groundwater) that could affect the design and construction of this project; and  Conclusions and recommendations for the following: o Impacts of questionable soils (expansive, compressible, resistant), if encountered, and mitigation o Soils corrosive to concrete o Re-use of the existing pavement materials into new sections, for either overlay or processing and re-use o Earthwork recommendations for site preparation, subgrade preparation, engineered fill, and compaction o Bedding, backfill, compaction, and moisture requirements for trench bedding and backfill o Pavement recommendations for new flexible and rigid sections o Overlay recommendations  Materials available  Recommended Materials Specifications Work Products/Actions: Geotechnical Report P8027SCP006.docx 10 Task 8: Storm Drainage Analysis GHD will prepare Drainage Reports and the Storm Water Data Report (SWDR). Elements for the reports include the existing and proposed drainage shed maps, narrative of the drainage conditions prior to and after the project, determination of pre and post runoff quantities and water quality calculations consistent with Caltrans Hydraulic Requirements. The scope includes: Preliminary Drainage Report  Drainage Shed Maps (Pre and Post)  Determination of Incremental Runoffs  Determination of Water Quality Volumes  Initial Design Approach Preliminary SWDR  Identify Drainage Management Areas  Construction SWPPP requirements  Post Construction Features Updated Preliminary Drainage Report  Response to Preliminary Report, and follow-on drafts, comments  Hydraulic Grade Line Calculations  Pipes, Culverts and Xxxxxx Final SWDR  Response to Preliminary Report, and follow-on drafts, comments  Water Quality Elements – sizing and design  Storm Water Quality Management Plan Work Products/Actions: Preliminary/Drainage Rep...
Geotechnical Design Report. A Geotechnical Design Report (GDR) will be prepared to describe the project setting and describe any design features that involve geotechnical investigations and engineering geology. The GDR will be prepared in accordance with the Caltrans Guidelines for Preparing Geotechnical Design Reports (2006). The Engineer will conduct a site specific geotechnical investigation and prepare a report to present recommendations with respect to bridge foundations, pavement structural sections and earthwork. Engineer will perform the following tasks:

Related to Geotechnical Design Report

  • Schematic Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • Geotechnical Engineer « »« » « » « » « » « »

  • 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.

  • Design Development Phase Services 3.3.1 Based on the Owner’s approval of the Schematic Design Documents, and on the Owner’s authorization of any adjustments in the Project requirements and the budget for the Cost of the Work, the Architect shall prepare Design Development Documents for the Owner’s approval. The Design Development Documents shall illustrate and describe the development of the approved Schematic Design Documents and shall consist of drawings and other documents including plans, sections, elevations, typical construction details, and diagrammatic layouts of building systems to fix and describe the size and character of the Project as to architectural, structural, mechanical and electrical systems, and other appropriate elements. The Design Development Documents shall also include outline specifications that identify major materials and systems and establish, in general, their quality levels.

  • Geotechnical Investigation Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.

  • Final Design Phase A. After acceptance by Owner of the Preliminary Design Phase documents, revised opinion of probable Construction Cost as determined in the Preliminary Design Phase, and/or any other Right of Way plan documents, subject to any Owner-directed modifications or changes in the scope, extent, character, or design requirements of or for the Project, and upon written authorization from Owner, Engineer shall:

  • Technical Specification As enumerated in Special Conditions of Contract/Scope of Work/attached Drawing/ Details/Schedule of Rates.

  • Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • SCOPE OF ARCHITECT’S BASIC SERVICES 3.1 The Architect’s Basic Services consist of those described in this Article 3 and include usual and customary structural, mechanical, and electrical engineering services. Services not set forth in this Article 3 are Supplemental or Additional Services.

  • Notice to Proceed - Site Improvements The Recipient shall not commence, or cause to be commenced, any site improvements or other work on the Land until the Director has issued a Notice to Proceed to the Recipient. Such Notice to Proceed will not be issued until the Director is assured that the Recipient has complied with all requirements for the approval of a grant under Revised Code Sections 164.20 through 164.27 and has completed any land acquisition required by the Project. A Notice to Proceed shall be required for all Project prime contractors or direct procurement initiated by the Recipient following execution of this Agreement.

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