Foundation Design Sample Clauses
The Foundation Design clause defines the requirements and standards for designing the structural foundation of a project. It typically outlines the responsibilities of the design team, specifies the need to comply with relevant codes and regulations, and may require submission of detailed plans for approval before construction begins. This clause ensures that the foundation is engineered to safely support the intended loads and site conditions, thereby minimizing the risk of structural failure and ensuring the long-term stability of the building.
Foundation Design. ▇▇▇▇▇▇ ▇ ▇▇▇▇▇ will review the selected foundation systems for conformance with the recommendations of the geotechnical investigation and report.
Foundation Design. As part of the Tender Documents, Employer has provided to Contractor (i) a map of the Site in Appendix 8 ("Site Plan"), which inter alia outlines the area, within which the WTGs may be located (observing the requirements set out in Appen- dices 1 and 2) and (ii) a Geotechnical Survey, attached as Appendix 9 ("Geotech- nical Survey"). Contractor shall use these documents in his work under the Agreement, including when preparing drawings and instructions for the founda- tions of the WTGs. Contractor shall supply a foundation design which is specific to the Site and to the position of each of the WTGs at the Site, and which includes - in a separate ap- pendix - such drawings and instructions which may be used by the Employer when putting out for tender the contract to establish foundations for the WTGs. The foundation design must be made so as to fit the geotechnical conditions of the Site, which have been described in the Geotechnical Survey, attached as ▇▇▇▇▇- ▇▇▇ 9 ("Geotechnical Survey"). Further requirements related to the furnishing of the Site have been set out in Appendix 7 ("Contractor's requirements as to the Site"), e.g. requirements regard- ing access roads and turning spaces and hardstands. The placing of access roads and hardstands shall be made in due consideration of the interest in maintaining as good and effective operation of adjacent land as possible, and the Contractor is - to the extent possible and expedient – obliged to make use of already existing access roads etc. in order to minimize the establishment of new roads etc. As part of the foundation design, Contractor shall also supply drawings for such casting templates, foundation bolts and rings, which enable the Employer to have prepared such casting templates, foundation bolts and rings, as are necessary for the establishment of the foundations for each of the WTGs in accordance with the foundation design. The casting templates supplied by the Contractor shall remain the property of the Contractor and shall be returned to the Contractor, once the Project is completed. However, during the term of the Agreement, the Employer is entitled to produce foundations on the basis of the Contractor's casting template. Contractor is obliged to ensure that the foundation design, together with the WTGs, are compliant with the Danish governmental order no. 73 of 25 January 2013 on technical certification scheme for wind turbines (in Danish "Bekendtg- ørelse nr. 73 af 25. januar 2013 om teknisk cer...
Foundation Design. The proposal price for the foundation design shall be based on normal soil conditions. The final foundation design shall be determined when the geotechnical report is provided to the Contractor.
Foundation Design. Perform calculations and prepare foundation reports/designs for a wide range of structures.
Foundation Design. Details for foundation layouts and calculations shall be provided for foundation elements
Foundation Design. The geotechnical engineering program would be contracted by CSWS consisting of soil data and foundation recommendations. Coordination - In the course of designing the foundations CSWS will have detailed knowledge of poles locations, design loads at each structure, and any other pertinent line data which affects the design.
Foundation Design. The ENGINEER shall develop the foundation design in accordance with TxDOT’s Bridge Division Geotechnical Manual and the Geotechnical Engineer’s recommendations.
Foundation Design. Responsibility: POWER Deliverables(s):
Foundation Design. The foundation system selected shall be adequate to support imposed loads without excessive differential settlement or imposing undue stress within the support plant. Due consideration shall be given to the foundation conditions when planning the plant layout. Foundation design shall be consistent with good engineering practice in geothermal areas. All foundation designs shall ensure that any adjacent live services are either outside the zone of influence of the foundations or it shall be demonstrated that there will be no detrimental effect on the service. Where piled foundations are adopted to support plant over fill material, the system shall be designed to accommodate any consequences of future settlement of the fill material. Appropriate flexibility shall be provided in services and pipework which traverses the interface between rigidly founded structures and surrounding fill that may be susceptible to settlement.
Foundation Design. To finish off this tutorial we will size a square footing to support the steel column that we just designed.