Common use of CUT SLOPE RATIO Clause in Contracts

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 4‐6 EMBANKMENT SLOPE RATIO 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 4‐7 SHAPING CUT AND FILL SLOPE Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.

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 4‐6 EMBANKMENT SLOPE RATIO Purchaser shall construct embankment slopes no steeper than shown on the following table, 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 4‐7 SHAPING CUT AND FILL SLOPE Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.

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 4‐6 EMBANKMENT SLOPE RATIO Purchaser shall construct embankment slopes no steeper than shown on the following table, 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 4‐7 SHAPING CUT AND FILL SLOPE Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.

CUT SLOPE RATIO. Purchaser shall construct excavation slopes no steeper than shown on the following table, unless construction staked or designed: Material Type Excavation Slope Ratio Excavation Slope Percent Common Earth (on side slopes up to 5570%) 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 ¾:1 133 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400 4‐6 EMBANKMENT SLOPE RATIO 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 4‐7 SHAPING CUT AND FILL SLOPE Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.