CUT SLOPE RATIO Sample Clauses

CUT SLOPE RATIO. Unless construction staked or designed excavation slopes shall be constructed no steeper than shown on the following table: Material Type Common Earth (on side slopes up to 55%) Excavation Slope Ratio 1:1 Excavation Slope Percent 100 Common Earth (56% to 70% side slopes) ¾:1 133 Common Earth (on slopes over 70%) ½:1 200 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400
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CUT SLOPE RATIO. Purchaser shall construct excavation slopes no steeper than shown on the following table, unless construction staked or designed: Material Type Common Earth (on side slopes up to 55%) Excavation Slope Ratio 1:1 Excavation Slope Percent 100 Common Earth (56% to 70% side slopes) ¾:1 133 Common Earth (on slopes over 70%) ½:1 200 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400 Purchaser shall construct embankment slopes no steeper than shown on the following table, unless construction staked or designed: Material Type Embankment Slope Ratio Embankment Slope Percent Xxxxx Soils 2:1 50 Common Earth and Rounded Gravel 1½:1 67 Angular Rock 1¼:1 80 Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.
Sample 1
CUT SLOPE RATIO. Purchaser shall construct excavation slopes no steeper than shown on the following table: Material Type Excavation Slope Ratio Excavation Slope Percent Common Earth (on side slopes up to 55%) 1:1 100 Common Earth (56% to 70% side slopes) ¾:1 133 Common Earth (on slopes over 70%) ½:1 200 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400 Purchaser shall construct embankment slopes no steeper than shown on the following table: Material Type Embankment Slope Ratio Embankment Slope Percent Xxxxx Soils 2:1 50 Common Earth and Rounded Gravel 1½:1 67 Angular Rock 1¼:1 80
Sample 1
CUT SLOPE RATIO. Purchaser shall construct excavation slopes no steeper than shown on the following table, unless construction staked or designed: Excavation Excavation Slope Common Earth (on side slopes up to 70%) 1:1 100 Common Earth (on slopes over 70%) ¾:1 200 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400
Sample 1

Related to CUT SLOPE RATIO

  • Consolidated Senior Leverage Ratio As of the end of each fiscal quarter of the members of the Consolidated Group, the Consolidated Senior Leverage Ratio shall not be greater than the ratio set forth below: Fiscal Quarter End Ratio ------------------ ----- December 31, 2000 3.00:1.0 March 31, 2001 3.10:1.0 June 30, 2001 3.10:1.0 September 30, 2001 2.75:1.0 December 31, 2001 and thereafter 2.50:1.0 1.6 Clause (c) of Section 7.9 of the Credit Agreement is amended to read as follows:

  • Fixed Charge Ratio Maintain a Fixed Charge Ratio as determined as of each Calculation Date of not less than 1.50: 1. The Fixed Charge Ratio covenant shall be tested by the Administrative Agent as of each Calculation Date with results based upon the results for the most recent Calculation Period, such calculation and results to be verified by the Administrative Agent.

  • Maximum Senior Leverage Ratio Permit the Senior Leverage Ratio on the last day of any fiscal quarter during any period set forth below to be greater than the ratio set forth opposite such date or period below: Period Ratio ------ ----- September 30, 2001 2.50:1.0 December 31, 2001 2.00:1.0 March 31, 2002 through June 30, 2002 2.50:1.0 September 30, 2002 2.00:1.0 December 31, 2002 1.50:1.0 March 31, 2003 through June 30, 2003 2.00:1.0 September 30, 2003 1.50:1.0 December 31, 2003 and thereafter 1.25:1.0

  • Maximum Consolidated Leverage Ratio The Consolidated Leverage Ratio at any time may not exceed 0.75 to 1.00; and

  • Senior Leverage Ratio The Borrower shall not permit its Senior Leverage Ratio at any time to exceed 2.75 to 1.00.

  • Maximum Leverage Ratio The Borrower will not permit the Leverage Ratio as of the end of any fiscal quarter to be greater than 0.55 to 1.00.

  • Minimum Consolidated Fixed Charge Coverage Ratio The Consolidated Fixed Charge Coverage Ratio shall not be less than 1.50 to 1.00, determined based on information for the most recent fiscal quarter annualized.

  • Minimum Consolidated Interest Coverage Ratio Permit the Consolidated Interest Coverage Ratio as of the end of any fiscal quarter of the Borrower to be less than 3.25 to 1.00.

  • Maximum Total Leverage Ratio The Borrower shall maintain, on the last day of each fiscal quarter set forth below, a Total Leverage Ratio of not more than the maximum ratio set forth below opposite such fiscal quarter: October 31, 2007, January 31, 2008, April 30, 2008, July 31, 2008, October 31, 2008 and January 31, 2009 4.7 to 1 April 30, 2009, July 31, 2009, October 31, 2009 and January 31, 2010 4.2 to 1 April 30, 2010 and each fiscal quarter thereafter 4.0 to 1

  • Cash Flow Leverage Ratio The Borrower will not permit the Cash Flow Leverage Ratio on the last day of any fiscal quarter to exceed 3.50 to 1.00.

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