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Appeal judgement 30-32 Doonella St Tewantin - MCU21-0013 OPW21-0013
Original PDF page 35, section 6. The text section number identifies this passage in the reader.
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4. THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF
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CONSTRUCTION VIA THE USES OF TEMPORARY SUMPS & PUMPING TO DISCHARGE TO
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E/UG
E/UG
NOTE:
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E/UG
E/UG
THE EXTERNAL STORMWATER SYSTEM.
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EARTHWORK QUANTITIES ARE NET VOLUMES. NO
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E/UG
H-2.7 H-1.7
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RETAINING WALL REFER ALLOWANCE HAS BEEN MADE FOR BULKING OR COMPACTION.
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5. ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE OR
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STRUCTURAL DWGS FOR
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SHORED VIA SHEET PILING OR OTHER APPROVED METHODS.
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DETAILS
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SECTION E
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EARTHWORKS NOTES:
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DWG R08
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