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 · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and

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Page 1:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 2:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 3:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 4:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 5:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 6:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 7:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 8:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 9:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and
Page 10:  · described in Part 3.9.1, ... be des gned to take loading forces in accordance with AS/NZS 1170.1; and have a gradient not steeper than 1:8; and

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