Field Investigation Clause Examples
The Field Investigation clause requires one or both parties to conduct on-site inspections or assessments relevant to the subject matter of the agreement, such as a construction site or property. Typically, this clause outlines the scope, timing, and responsibilities for performing these investigations, and may specify what information must be gathered or reported. Its core function is to ensure that parties have accurate, firsthand knowledge of site conditions or relevant factors, thereby reducing the risk of misunderstandings or disputes later in the project.
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Field Investigation. 1. Consultant shall develop a geotechnical work plan, including determination of the number of borings, cone penetration tests (CPT) or other data acquisition and testing required for design of the Project.
2. Submit a boring plan indicating the location and depths of all borings and CPTs for approval by Engineer prior to sampling. Boring plan shall indicate substructures in the vicinity of the proposed borings.
3. Detailed planning of field investigation:
a. Identify, notify, coordinate with, and obtain approvals as required: tenants, site occupants, utility owners, other stakeholders, agencies, departments, and other entities;
b. Arrange for and schedule drillers;
c. Make preparations for sample handling, transportation, and testing;
d. Locate test borings;
e. Locate utilities and other onsite interferences and mark location on the ground;
f. Obtain necessary permits; and
g. Schedule field staff.
4. Perform borings and other fieldwork as necessary for the surface and subsurface investigation. As initial surface and subsurface investigation is accomplished and data is reviewed, Consultant shall adjust boring depths, locations, and number of borings and CPTs using prudent engineering judgment and considering subsurface conditions and project requirements and as approved by Engineer. CPT data shall be obtained during borings.
5. Borings in uncontaminated areas shall be backfilled with soil cuttings except CPTs will not be backfilled. Borings and CPTs in contaminated areas shall be backfilled with grout. Contaminated drilling spoils shall be left on-site in drums for disposal by others.
Field Investigation. The Contractor shall provide material, supervision, tools, equipment, labor, transportation, subcontract management, project management and Initial Capital required to conduct site surveys, tests, and measurements to quantify facility information related to energy uses and losses and determines the economics for proposed projects.
Field Investigation. Includes data gathering on the part of COUNTY and CONSULTANT leading to the completion of the various reports and forms required for the funding, permitting, right of way acquisition and construction of the project. Task 1.2 Coordination
Field Investigation. Engineer shall visit the site and verify all records match utility records. If underground utilities exist, designate utilities and perform surveying. Incorporate all utilities and physical evidence (poles valves, etc.) into topographic cadd base file.
Field Investigation. Provide a description of the results of the field work performed, including the surveying, geotechnical investigations, etc.
Field Investigation. Conduct a field investigation of the existing US 290 alignment and the surrounding area to determine field conditions including photographic record of notable existing features. This field investigation will be limited to accessible areas within the existing right-of-way. Inventoried features and conditions will be incorporated into the project GIS database.
Field Investigation. The geotechnical investigation is for one mast arm drilled shaft foundation. The investigation shall be prepared with the following guidelines: One SPT boring (5’ centers) or CPT sounding at the proposed signal foundation (average depth 30’-40’).
Field Investigation. The field investigation will consist of ten (10) pavement borings, spaced evenly along the proposed roadway alignment and drilled to 15 feet below proposed grade elevations. Spacing and depths will follow TxDOT’s Geotechnical Manual and may be adjusted by the Geotechnical Engineer’s recommendations. A boring and TCP plan will be developed and submitted to the COUNTY for review and approval. The ENGINEER will assist the COUNTY in obtaining the right-of-entry of the properties and assumes that the boring locations will be accessible to a conventional truck mounted drilling equipment during normal working hours.
Field Investigation. The inquiry you made does not include sufficient detail to process your request. Please provide additional detail and resubmit. A field investigation indicated that the attachment or occupancy you described is not available. A field investigation indicated that the attachment or occupancy you described is available; actual availability may require physical inspection. License application must be made and approved, and any make-ready fees paid before attachment or occupancy work may proceed.
Field Investigation. ▇▇▇▇▇ ▇▇▇▇▇▇▇ will meet with the City of Cupertino and field review the bridge reach with the project team. Assumptions for Phase 1 Task 3.2 include:
1. No hydraulic analysis is assumed for this phase of the scope of work.
2. No potential scour countermeasure or scour monitoring will be provided for this scope of work.
2.2 Hydraulic Analysis Memorandum (HAM) Task 3.
2.2.1 Draft HAM