Survey Buyer may obtain a survey of the Property before the Closing to assure that there are no defects, encroachments, overlaps, boundary line or acreage disputes, or other such matters, that would be disclosed by a survey ("Survey Problems"). The cost of the survey shall be paid by the Buyer. Not later than business days prior to the Closing, Buyer shall notify Seller of any Survey Problems which shall be deemed to be a defect in the title to the Property. Seller shall be required to remedy such defects within business days and prior to the Closing. If Seller does not or cannot remedy any such defect(s), Buyer shall have the option of canceling this Agreement, in which case the Xxxxxxx Money shall be returned to Buyer.
Surveys Each Borrower shall submit the Ship owned by it regularly to all periodical or other surveys which may be required for classification purposes and, if so required by the Security Trustee provide the Security Trustee, with copies of all survey reports.
Surveying Survey services including surveys indicating topography, cross sections, spot elevations, aerials, research of legal descriptions, easements and other right of way documents.
Topographic Survey 3.1 Notify affected property owners of pending survey.
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 Engineer « »« » « » « » « » « »
Site Safety Buyer shall comply with all federal, state, and local safety regulations and standards applicable to the Site and to the Equipment on which Siemens will perform the Services. Siemens shall not be obligated to commence or perform Services unless Buyer’s Site complies with all applicable safety requirements. In the event Buyer’s Site safety is non- compliant, Siemens may suspend the Services until such time as Buyer corrects the non-compliance. To the extent Siemens incurs additional time and expense as the result of Buyer’s non-compliance, Siemens shall be entitled to an equitable adjustment in the schedule, price and other affected provisions of the Agreement.
Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.
Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10
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:
