Retaining Walls and Embankment Slopes Sample Clauses

Retaining Walls and Embankment Slopes a. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments and where embankment slopes are anticipated in lieu of retaining walls. Drill ten (10) borings to depths of 15 to 25 feet at a spacing of approximately 200 feet at the locations of proposed retaining walls and embankment slopes and at the depths as summarized below: Structure No. of Borings Boring Depth (ft) Drilling Footage (ft) Embankment Slopes 6 25 240
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Retaining Walls and Embankment Slopes a. The Engineer shall coordinate with the State to determine the location of additional deep soil borings to be drilled along the retaining wall alignments and where embankment slopes are anticipated in lieu of retaining walls between US90 and FM 143.

Related to Retaining Walls and Embankment Slopes

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  • Access to Personnel File Each employee shall have reasonable access to his/her personnel file for the purpose of reviewing any evaluations or formal disciplinary notations contained therein, in the presence of the Director of Personnel or designate. An employee has the right to request copies of any evaluations in this file.

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