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Appeal judgement 30-32 Doonella St Tewantin - MCU21-0013 OPW21-0013
Original PDF page 35, section 8. The text section number identifies this passage in the reader.
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SECTION F
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"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS" - / \ / \ / \H/ \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ H-1.7 5.3
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-2.1 00
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DWG R08
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LEVEL ONE (1) SUPERVISION AND TESTING.
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BIO BASIN
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4. GENERAL EARTHWORKS MINIMUM RELATIVE COMPACTION:
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RL 5.70
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- 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
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BIO BASIN
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- PAVEMENT SUBGRADE 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
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H-0.4
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5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
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(M.D.D.R.) OF 100% STD.
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