Geotechnical Exploration Sample Clauses

Geotechnical Exploration. The Lessee may only conduct geotechnical exploration activities performed in support of plan (i.e., SAP and/or COP) submittal in locations where an analysis of the results of geophysical surveys has been completed. This analysis must include a determination by a Qualified Marine Archaeologist as to whether any potential archaeological resources are present in the area. Except as allowed by the Lessor under 4.2.6, the geotechnical exploration activities must avoid potential archaeological resources by a minimum of 50 meters (164 feet), and the avoidance distance must be calculated from the maximum discernible extent of the archaeological resource. A Qualified Marine Archaeologist must certify, in the Lessee’s archaeological reports, that geotechnical exploration activities did not impact potential historic properties identified as a result of the HRG surveys performed in support of plan submittal, except as follows: in the event that the geotechnical exploration activities did impact potential historic properties identified in the archaeological surveys without the Lessor’s prior approval, the Lessee and the Qualified Marine Archaeologist who prepared the report must instead provide a statement documenting the extent of these impacts.
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Geotechnical Exploration. 4.3.4.1 The Lessee may only conduct geotechnical exploration activities in support of plan submittal in locations where an archaeological analysis of the results of geophysical surveys has been completed. This analysis must include a determination by a Qualified Marine Archaeologist as to whether any potential archaeological resources are present in the area that could be impacted by bottom- disturbing activities.
Sample 1Sample 2
Geotechnical Exploration. After the Preliminary Engineering Report identifies, and the SAIG approves the preferred alternative, geotechnical field exploration shall be performed to evaluate subsurface conditions and develop geotechnical recommendations for sewer installation including irrigation canal and railway crossings using trenchless, horizontal drilling technology. Geotechnical exploration tasks will include:  Prepare exploration and testing work plan, including traffic control and health & safety plans;  Field locate and establish exploration coordinates;  Drill, log, core and sample six boreholes to depths of 20 feet;  Perform geotechnical laboratory analyses of soil and rock samples in accordance with standard ASTM methods;  Geotechnical engineering analysis and evaluation of trenchless technology applicability;  Prepare Draft Geotechnical Exploration Report for city and design team review and comment;  Respond, resolve and incorporate comments into Final Geotechnical Exploration Report.
Sample 1
Geotechnical Exploration. Conduct a site walk during mobilization of the initial phase of exploration described below to confirm the scope of work. To characterize the geological materials below the percolation ponds, a series of geotechnical borings, test pits and cone penetrating test (“CPT”) soundings will be advanced for the project. This work will be contracted by Yeh under a separate contract. It is anticipated that the City will provide a backhoe and operator for the test pits. The exploration work will include logging of test pits to depths up to ten feet below ground surface (“bgs”), advancing soil borings to an approximate total depth of thirty feet bgs, and performing CPT soundings to thirty feet bgs. The number of bores will likely range from six to twelve and will be supplemented with a similar number of test pits and up to thirty CPT soundings depending on the project goals percolation pond accessibility. A geologist/engineer will describe the geologic materials from the borings and test pits. The geologist/engineer will collect undisturbed soil samples for analyses of physical properties including permeability. The soil physical properties and hydraulic (permeability) analyses will be completed at the California Polytechnic State University (Cal Poly) Geotechnical Engineering Laboratory in San Xxxx Obispo and Yeh Laboratory in Xxxxxx Beach. Upon receipt of laboratory analyses results, a data report will be generated to present the distribution of geological materials and the results of the laboratory analyses of these materials. Deliverables: Draft and Final Data Report, in electronic format (PDF).
Sample 1
Geotechnical Exploration. The COUNTY agrees to provide the following information and services to the ENGINEER in connection with the work at no charge:
Sample 1
Geotechnical Exploration. The Consultant will obtain Santa Xxxxx Valley Water District (SCVWD) drilling and encroachment permits prior to performing our field exploration. Two cone penetration test (CPT) probes will be advanced to depths of up to approximately 60 feet in locations near the north and south bridge abutments. The empirical data will be reviewed in the field and a direct push probe will be advanced adjacent to each CPT probe to collect soil samples at selected depths as needed. Soil samples will be taken for visual classification and laboratory testing. Resulting holes will be backfilled in accordance with Santa Xxxxx Valley Water District (SCVWD) requirements. Soil samples will be re-examined in the laboratory to verify field classifications and will be tested for moisture content, Plasticity Index, gradation, corrosion, and other physical properties as appropriate. Based on the geological and geotechnical data gathered, a geotechnical exploration report will be prepared, to address the following: • Suitability of the site for the proposed pedestrian bridge. • Physical properties of the typical soils encountered. • Assessment of geological/ geotechnical hazards at the subject site, including compressible soils and l iquefiable soils, as appropriate. • Foundation recommendations for the bridge abutments. • Caltrans ARS curves. • L- pile input information and group effect considerations. • Recommendations for wing wall design.
Sample 1
Geotechnical Exploration. The Geotechnical engineer will obtain soil samples in the field. The final number and location of geotechnical borings will be determined on site by the geotechnical engineer. Care will be taken to minimize damage to property during the geotechnical exploration. Any damage will be restored to the pre‐exploration condition by the geotechnical engineer. Boring holes will be backfilled with cutting, clay, plugs and/or other material as determined by the geotechnical engineer. Boring locations will be illustrated in the geotechnical report.
Sample 1
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Related to Geotechnical Exploration

  • 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.

  • Geotechnical Services The requested services consist, in general, of preparation of Geotechnical Reports to address issues relative to construction of new or rehabilitation of existing roadways, flood control channels, parks projects, or airport facilities. Certain related support services as described herein may also be requested. This General Scope of Work exemplifies the types of work that may be required including, but are not limited to, the following:

  • 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.

  • 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:

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

  • 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;

  • CONSTRUCTION AND RELATED ENGINEERING SERVICES A. General construction work for buildings (CPC 512) 1) Unbound* 2) None 3) None 1) Unbound* 2) None 3) None

  • Feasibility Study Buyer is granted the right to conduct engineering and/or market and economic feasibility studies of the Property and a physical inspection of the Property, including studies or inspections to determine the existence of any environmental hazards or conditions (collectively, the “Feasibility Study”) during the period (the “Feasibility Period”) commencing on the Effective Date and ending at 5:00 p.m., Central Time, on the June 3, 2010. With Seller’s permission, after Seller has received advance notice sufficient to permit it to schedule in an orderly manner Buyer’s examination of the Property and to provide at least 24-hours’ advance written notice to any affected tenants, Buyer or its designated agents may enter upon the Property during normal business hours for purposes of analysis or other tests and inspections which may be deemed necessary by Buyer for the Feasibility Study. Buyer or its designated representative must be accompanied by a designated representative of Seller or have received Seller’s written permission prior to entering upon the Property in connection with Buyer’s Feasibility Study; provided, however, Buyer may not enter into any space leased by any tenant without being accompanied by a designated representative of Seller. Seller agrees to make its representative reasonably available during normal business hours. Buyer will not alter the physical condition of the Property or conduct invasive testing without notifying Seller of its requested tests, and obtaining the written consent of Seller to any physical alteration of the Property or invasive testing. Buyer will utilize commercially reasonable diligence to conduct or cause to be conducted all inspections and tests in a manner and at times which will not unreasonably interfere with any tenant’s use and occupancy of the Property. If Buyer determines, in its sole judgment, that the Property is not suitable for any reason for Buyer’s intended use or purpose, or is not in satisfactory condition, then Buyer may terminate this Contract by written notice to Seller prior to expiration of the Feasibility Period, in which case the Xxxxxxx Money (other than the Option Money) will be returned to Buyer, and neither party shall have any further right or obligation hereunder other than as set forth herein with respect to rights or obligations which survive termination. If this Contract is not terminated pursuant to this Section 5(a), then after expiration of the Feasibility Period, after Seller has received advance notice sufficient to permit it to schedule in an orderly manner Buyer’s examination of the Property and to provide at least 24-hours’ advance written notice to any affected tenants, Buyer or its designated agents may enter upon the Property during normal business hours. Buyer or its designated representative must be accompanied by a designated representative of Seller or have received Seller’s written permission prior to entering upon the Property; provided, however, Buyer may not enter into any space leased by any tenant without being accompanied by a designated representative of Seller. If this Contract is not timely terminated pursuant to this Section 5(a), Buyer’s right to terminate this Contract pursuant to this Section 5(a) and any and all objections with respect to the Feasibility Study will be deemed to have been waived by Buyer for all purposes.

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