Site Investigations. To support the Parties’ ability to make an informed decision, after identification of the lands pursuant to 6.1 or 6.2 and prior to finalization of the Lands pursuant to 6.4, BC Hydro will engage a professional consultant acceptable to PRFN, acting reasonably, to perform:
Site Investigations. If applicable to the Work, Contractor will inspect the Site where the Work is to be performed. If it performs such inspection, it will (a) not rely on any investigations performed by or information provided by ComEd relating to the conditions at the Site without ComEd’s prior written agreement, (b) use its own judgment to assess the conditions to be found at the Site, including all physical characteristics that could in any way affect the Work or Contractor’s price, and (c) satisfy itself as to the conditions under which it will be obligated to operate.
Site Investigations. (a) The Phase Developer shall seek access to the Phase Site to conduct site investigations as part of the Predevelopment Work ("Site Investigations") in accordance with this Section 9.2. The scope of the Site Investigations will be limited to:
Site Investigations. Contractor will inspect the Site where the Work is to be performed and conditions under which the Work is to be executed and completed prior to Contractor’s acceptance of the Purchase Order, including soil conditions, any and all physical parameters necessary to build any structures, and groundwater conditions, including estimates of flow direction and volume, the nature, location, and type of contamination likely to be encountered, the location of any and all above or below ground utilities, approaches to the Sites and the space available for work areas, storage and temporary buildings. Except as expressly provided in the Purchase Order, Contractor will not rely on any investigations performed by or information provided by Buyer relating to the conditions at the Site. No reasonably discoverable condition existing at the Site at the time of Contractor’s opportunity for inspection will be deemed to adversely affect Contractor’s ability to perform the Work in accordance with the terms of the Contract Documents. Any understandings or representations concerning such conditions made before a Purchase Order is issued will not be binding on Buyer unless they are expressly stated in the Purchase Order.
Site Investigations. A review of available published geotechnical and geologic data applicable to the project and development of an exploration plan. Obtaining an encroachment permit from Caltrans. A traffic control plan signed by a Civil Engineer will be prepared as a part of the encroachment permit application. It is common for Caltrans to require exploratory work to be done at night. Prior to exploration, one site meeting with Caltrans is included. GHD will xxxx and register with Underground Service Alert for planned boring locations at least two days prior to exploration. Traffic control for fieldwork will be subcontracted and performed in general accordance with the current California Manual on Uniform Traffic Control Devices. Exploration will include up to three borings to as deep as 20 feet. Drive samples will be obtained immediately below the existing pavement section continuously to 5 feet deep and one will be taken at 20 feet. Bulk samples of the pavement subgrade will P8027SCP006.docx 9 also be obtained. The existing pavement sections will be measured and soils shall be field-classified in general accordance with ASTM D2488. The borings will be backfilled with soil cuttings and topped with cold asphalt patch. Laboratory tests of the type and number as required to obtain sufficient information to prepare the geotechnical report, which shall state the standards used for the laboratory tests. The laboratory testing will include, as appropriate: o Index Tests such as sieve analysis, hydrometer, Atterberg limits, moisture content, and dry density o Corrosivity Tests, including sulfate, chloride, pH, resistivity, and redox potential o R-value tests for pavement design
Site Investigations. Great West will subcontract with a geotechnical consultant to conduct an investigation and evaluation of existing soil conditions at the project site. Two 40-ft deep boreholes in the proposed culvert area, and 3 borings to a depth of 10-ft in the south, west, and east intersection legs, and one boring to a depth of 15-ft in the north intersection leg. The final geotechnical report will provide recommendations for bearing pressure, lateral earth pressures, culvert bearing foundation, and road section recommendations. Recommendations will meet the requirements of the AASHTO LRFD. • Wetland delineations in accordance with the Corps of Engineers 1987 Wetlands Delineation Manual and regional supplements will be conducted. Wetlands data will be forwarded to the Corps of Engineers for inclusion in the Joint Permit Applications. • Great West will subcontract with a certified asbestos inspector to complete asbestos inspections. The asbestos inspections are required for the DEQ demolition permit to be obtained by the Contractor. • Great West will subcontract with a qualified archeologist to complete the necessary class III cultural resource inventory as identified in the PER. The report and HABS/HAER documentation prepared by the consultant will be forwarded to the Corps of Engineers for inclusion in the Joint Permit Application.
Site Investigations. After the Notice to Proceed, the Company, at its sole cost and expense, shall make all further soil test borings, surveys, Phase I environmental assessments, conduct analyses of subsurface conditions, and survey and locate subsurface Utilities on the Project and Sites, in each case as necessary under Good Industry Practice, to prepare for construction hereunder in accordance with Applicable Law and to obtain all required Governmental Approvals. Not later than thirty (30) days before such further investigations of conditions are initiated, a plan shall be submitted to the Village for review. Within thirty (30) days following the completion of the Sites Investigation, the Company shall furnish the Village with a certified written report prepared by a professional engineer licensed in the State of Florida, describing and certifying the tests, investigations and surveys conducted, the results of each, and the level of satisfaction of the tests relating thereto and all other requirements specified herein (the "Site Investigation Report").
Site Investigations. Contractor shall have satisfied itself as to the nature and location of the Work, the general and local Site conditions, the transportation and handling of Material, the environmental and physical conditions at the Site, the character of the Material, facilities, Company-Furnished Items attached as Exhibit O, labor conditions, safety and security precautions, and all matters which may affect performance of the Work and Contractor’s price prior to beginning any Work.
Site Investigations. The Vendor shall, subject to the Purchaser providing a customary indemnity to the Vendor and the Company, permit the Purchaser's representatives or consultants to conduct all such testing and inspection in respect of environmental matters as the Purchaser may reasonably require to satisfy itself in respect of such matters, provided that such testing shall not unreasonably interfere with the operation of the Business. The exercise of any rights of inspection by or on behalf of the Purchaser under this Section 5.3 shall not mitigate or otherwise affect the representations and warranties of the Vendor hereunder, which shall continue in full force and effect as provided in Section 4.3.
Site Investigations. The Consultant shall carry out adequate levels of site and ground investigations in order to enable the completion of a robust and informed design for this complex motorway project.
