Common use of Foundation Studies Clause in Contracts

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 thirty-five (35) feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 five hundred (500) feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 40 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall must extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall must not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing bottom elevation of the wall or deeper as soil conditions warrant. Spacing of soil borings DocuSign Envelope ID: FEE70723-A887-4BCC-92B5-33508013EFFC shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignmentsalignments and bridge structures. The For retaining walls, the soil borings shall extend a minimum of 35 25 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet200 feet for retaining walls, and 300 feet for bridge structures. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing bottom elevation of the wall or deeper as soil conditions warrant. Spacing of soil borings DocuSign Envelope ID: B3F57688-319D-4340-876F-E11B399F9D4B shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment. The geotechnical engineer shall sign, seal and date the foundation detail sheets for the geotechnical design.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.DocuSign Envelope ID: D78C9312-D95C-4FD3-B00A-7CFCC10A2DB4

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 200 feet. The Engineer shall provide a boring layout for the State’s review and comment.

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil DocuSign Envelope ID: DE976FF4-2D56-4B5B-B430-D8ABBAC3EC05 conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.