Geotechnical Design Report Sample Clauses

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...
Sample 1
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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.
Sample 1
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:
Sample 1
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.
Sample 1

Related to Geotechnical Design Report

  • Design Review Consumer shall provide Holy Cross an electrical one-line diagram and a relaying and metering one-line diagram prior to completion of detailed designs, unless the Consumer is installing a packaged system that is pre-certified to IEEE 1547.1 and UL 1741 standards. Packaged systems pre-certified under IEEE Standard 1547.1 and UL Standard 1741 will not require a relaying and metering one-line diagram. The submitted application and diagrams will be processed, reviewed, and acted upon in accordance with the Holy Cross Interconnection Policy.

  • Project Reports; Completion Report 1. The Recipient shall monitor and evaluate the progress of the Project and prepare Project Reports in accordance with the provisions of Section 2.06 of the Standard Conditions and on the basis of indicators agreed with the World Bank. Each Project Report shall cover the period of one (1) calendar semester, and shall be furnished to the World Bank not later than one (1) month after the end of the period covered by such report.

  • Technical Reports deliver to the Agent, and shall procure that the Manager shall deliver to the Agent, on request copies of the latest complete technical reports in respect of the Vessels.

  • Technical Specifications 1. A procuring entity shall not prepare, adopt or apply any technical specification or prescribe any conformity assessment procedure with the purpose or effect of creating an unnecessary obstacle to trade between the Parties.

  • Construction Reports Each Constructing Entity shall issue reports to each other Construction Party on a monthly basis, and at such other times as reasonably requested, regarding the status of the construction and installation of the Interconnection Facilities. Each Construction Party shall promptly identify, and shall notify each other Construction Party of, any event that the Construction Party reasonably expects may delay completion, or may significantly increase the cost, of the Interconnection Facilities. Should a Construction Party report such an event, Transmission Provider shall, within fifteen days of such notification, convene a technical meeting of the Construction Parties to evaluate schedule alternatives.

  • Schematic Design Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE

  • Schematic Design Documents In accordance with the approved Preliminary Design and Construction Schedule and based upon approval of and comments made by the Owner regarding the Concept Design Studies, the Design Professional shall prepare and submit to the Owner Schematic Design Documents, including drawings and outline specifications. These documents shall represent a further development of the approved design concept, providing additional detail and specificity regarding the intended design solution. Typically, all such documents shall be drawn to scale, indicating materials and assemblies, as appropriate, to convey the design intent and to illustrate the Project’s basic elements, scale and relationship to the Site. All major pieces of furniture and equipment to be fixed or supplied by the CM/GC shall be illustrated to scale. (See ASTM Standard Practice E 1804-02, August 2007, Sections 6.3, 8.2 and 8.3 for guidance on information which is generally developed in Schematic Design.)

  • Synchronization, Commissioning and Commercial Operation 4.1.1 The Power Producer shall give at least thirty (30) days written notice to the SLDC and GUVNL, of the date on which it intends to synchronize the Power Project to the Grid System.

  • General specifications 6.1.1. A vehicle and its electrical/electronic system(s) or ESA(s) shall be so designed, constructed and fitted as to enable the vehicle, in normal conditions of use, to comply with the requirements of this Regulation.

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