Soils Report. A soils report for the Land prepared by a soils engineer approved by the Lender, which report shall indicate that, based upon actual surface and subsurface examinations of the Land, the soils conditions are fully satisfactory for the proposed construction and operation of the Improvements in accordance with the Plans and Specifications.
Soils Report. Borrower shall have furnished Lender a soils report, prepared by a licensed soil engineer, showing that the condition of the soil of the land is adequate to support the Improvements which soils report shall have been approved by Lender.
Soils Report. As of the Closing, Xxxxx acknowledges receipt of the soils report for the Project, and A Guide to Swelling Soils for Colorado Homebuyers.
Soils Report. Architect shall review the information provided in the reports described in Section 6.3.3 and shall coordinate with the Architect’s Consultants to confirm that the information provided is adequate for preparation of the Construction Documents (but not for professional or technical adequacy). Architect and the Architect’s Consultants shall conform their design to the geotechnical recommendations and shall, after submitting the final design to the Owner’s geotechnical engineer for review and comment, provide written certification that final design does conform. The Owner’s geotechnical engineer shall review the final Construction Documents for conformance to the report. Verification of the submittal to the Owner’s geotechnical engineer shall be made in writing to Owner.
Soils Report. An engineer's report prepared and certified by a qualified engineer acceptable to Bank, showing locations and results of all borings, together with recommendations for the design of the foundations of the Buildings and certifying in a manner reasonably satisfactory to Bank the adequacy of the existing soils condition, indicating that the Plans for construction of the Improvements are satisfactory in view of the condition of the soil;
Soils Report. A copy of a soils report prepared by a licensed engineer must be submitted.
Soils Report. Owner shall furnish reports and appropriate professional recommendations and other services of soils, geotechnical, environmental, and other engineers or professionals for use by Architect and Architect's Consultants, as necessary for proper design of the Project. Such services may include but shall not be limited to test borings, test pits, soil bearing values, percolation tests, air and water pollution tests, ground corrosion and resistivity tests, including necessary operations for determining subsoil, air and water conditions. Architect shall review the information provided in these reports and shall coordinate with Architect's Consultants to confirm that the information provided is adequate for preparation of the design documents. If Architect believes new or additional information is necessary, it shall so advise Owner. Architect and Architect's Consultants shall conform to the geotechnical recommendations and shall, after submitting the final design to the geotechnical engineer for review and comment, provide written certification that final design does conform. The geotechnical engineer shall review the final Construction Documents for conformance to the report. Verification of the submittal to the geotechnical engineer shall be made in writing to Owner.
Soils Report. The SUBDIVIDER shall cause to be made and pay for soil tests made by a reputable soils testing laboratory to determiner gradation, bearing, and resistance value of soils within the subdivision from which to determine the nature of the improvements. The SUBDIVIDER shall also cause to be made and pay for all compaction tests necessary to determine that all soils including the utility trenches have been satisfactorily backfilled.
Soils Report. 5.6.1 The Forest Service will prepare a soils report describing the general distribution of soil types within the project area, sensitive soil types that must be considered per Deschutes LRMP Standard and Guidelines (S&Gs), existing soil conditions, and the project’s expected impacts to soil resources.
Soils Report. We will review the submittals for adequacy with respect to geotechnical and geologic conditions and to ensure all developments are in conformance with applicable County, State and Federal laws, comply with the governing codes, and are in conformance with County Standard Plans Sewer, On-Site & Off-Site Sewer Improvement Plans will be checked under the direct supervision of a registered civil engineer. Specifically, the following tasks will be performed: ▪ Review general notes, title block, signature block, benchmark data, quantities, unit costs, vicinity map, index map, and other general requirements. ▪ Check plans for compliance with general design criteria established by the County standards for underground wet utilities. ▪ Check to assure that plans reflect all required improvements as shown on the approved tentative map and in the subdivision resolution. ▪ Check data shown on plans for consistency with previously approved plans and the record map. ▪ Review available sewer study against the sewer improvement plans, including capacities, minimum slopes, geometry, manhole spacing, pipe size and types. ▪ Review proposed sewer plans for conformance with County's approved master plan of sewers. ▪ Review the proposed improvements for constructability; require redesign of any proposed improvement when the plans propose a situation where the improvement is not buildable, conflicts with an existing improvement, creates a public hazard or nuisance, creates a maintenance problem, creates a potentially unsafe condition, or will not function due to an inadequate level of engineering. ▪ Check for accuracy of design and fit with existing improvements and underground utilities. ▪ Point out conflicts, mistakes, inaccuracies, and omissions on the plans. ▪ Check stationing and alignments of the sewer improvements for agreement with the record map and record data. ▪ Review plans for any special conditions which could be anticipated during construction such as street closures, protection of existing utilities, etc.
