Site Surface and Subsurface Information Sample Clauses

Site Surface and Subsurface Information. The School District may furnish, or direct and authorize the Architectural Designer to retain, the services of geotechnical consultants, soil consultants or other consultants when such services are reasonably required by the scope of the assigned Project(s). Such services shall include, but are not limited to, test borings, test pits, determinations of soil bearing values, percolation tests, soil reports, subsurface investigations, air and water pollution tests, evaluations of hazardous materials and hazardous materials storage, ground corrosion and resistivity tests, including necessary operations for determining or anticipating subsoil, air and water conditions, with reports and appropriate professional recommendations. The Architectural Designer shall review and confirm the sufficiency of the tests and information furnished to the Architectural Designer, by or on behalf of the School District pursuant to this Paragraph 5.2, based upon conditions then known to exist, but such review shall not constitute confirmation of their accuracy.
Sample 1Sample 2Sample 3See All (23)
AutoNDA by SimpleDocs
Site Surface and Subsurface Information. The School District may furnish, or direct and authorize the MEP & FP Engineer to retain, the services of geotechnical consultants, soil consultants or other consultants when such services are reasonably required by the scope of the assigned Project(s). Such services shall include, but are not limited to, test borings, test pits, determinations of soil bearing values, percolation tests, soil reports, subsurface investigations, air and water pollution tests, evaluations of hazardous materials and hazardous materials storage, ground corrosion and resistivity tests, including necessary operations for determining or anticipating subsoil, air and water conditions, with reports and appropriate professional recommendations. The MEP & FP Engineer shall review and confirm the sufficiency of the tests and information furnished to the MEP & FP Engineer, by or on behalf of the School District pursuant to this Paragraph 5.2, based upon conditions then known to exist, but such review shall not constitute confirmation of their accuracy.
Sample 1Sample 2See All (5)
Site Surface and Subsurface Information. The School District may furnish, or direct and authorize the Program Manager to retain, the services of geotechnical consultants, soil consultants or other consultants when such services are reasonably required. Such services shall include, but are not limited to, test borings, test pits, determinations of soil bearing values, soil reports, subsurface investigations, air and water pollution tests, evaluations of hazardous materials and hazardous materials storage, ground corrosion and resistivity tests, including necessary operations for determining or anticipating subsoil, air and water conditions, with reports and appropriate professional recommendations. The Program Manager shall review and confirm the sufficiency of the tests and information furnished to the Program Manager, by or on behalf of the School District pursuant to this Paragraph 5.2, based upon conditions then known to exist, but such review shall not constitute confirmation of their accuracy.
Sample 1Sample 2See All (4)

Related to Site Surface and Subsurface Information

  • Subsurface Conditions Contractor agrees that information contained in the published reports and public actions of the Missouri Division of Geology and Land Survey shall be conclusive and binding upon the Contractor as to what subsurface conditions at the job site are reasonably anticipated or reasonably foreseeable. Contractor acknowledges and agrees that it shall not be entitled to any adjustment in the Contract Sum or Contract Times for any concealed condition of any nature, including but not limited to unknown physical conditions of an unusual nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, in addition to the information contained in the published reports and public actions of the Missouri Division of Geology and Land Survey. Contractor recognizes that it has assumed the risks of concealed conditions and is being compensated for assuming these risks.

  • Project Site The “Project Site” is the place where the Work is being carried on.

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • 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.

  • DISCOVERY OF HAZARDOUS MATERIALS If, during the performance of the Work, Contractor or Contractor’s subcontractor(s) encounter material believed to be asbestos, polychlorinated biphenyl (PCB), or any other identified or non-identified potentially hazardous material (which has not been rendered harmless and labeled as such), Contractor and Contractor’s subcontractor(s) shall immediately stop work in the area affected and report the condition, in writing, to District. The Work in the affected area shall not continue or be resumed except by written direction of District and by agreement by Contractor.

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • The Site The site of the Project Highway (the “Site”) shall comprise the site described in Schedule-A in respect of which the Right of Way shall be provided by the Authority to the Contractor. The Authority shall be responsible for:

Time is Money Join Law Insider Premium to draft better contracts faster.