Council archive · source document
Appendix E Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
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4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
BULK EARTHWORKS NOTES 9 109
10 FREQUENCY OF COMPACTION
6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
IT IS THE RESPONSIBILITY OF THE
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105 LEVEL 1 STANDARD U.N.O. TESTS ARE FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS 103
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107 110 CONTRACTOR TO CONTACT THE RELEVANT
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108 TO A DEPTH OF AS FOLLOWS: 109 OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
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1. STRIP ALL10TOPSOIL
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AUTHORITIES TO CONFIRM THE LOCATION OF
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BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
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100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
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101 1 2 111 104 104 TO THE
ALL EXISTING SERVICES PRIOR
MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND LOCATION 1 FREQUENCY 108
MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS 104 104
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109 106 COMMENCEMENT OF EXCAVATION
102 OTHER UNSUITABLE MATERIAL FROM THE SITE. SPECIFIED.110 105
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7 FINISHED LEVEL OR ROAD SUBGRADE (IN 104
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104 106 110 1 per 100 m
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2. EARTHWORKS ON ALLOTMENTS SHALL BE 108CARRIED109OUT IN 110
CUT OR FILL) 11 7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
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103 104 ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES ALLOTMENT FILL WHERE DEPTH 300 - 500mm 1 per LOT CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE. 105
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ON EARTHWORKS FOR COMMERCIAL 110 AND RESIDENTIAL
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7 ALLOTMENT FILL WHERE DEPTH > 500mm 1 per LOT/500mm STOCKPILE NOTE 107
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DEVELOPMENTS1-0COMPACTION
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108 TO 95% 1STANDARD
09 (AS1289E1.1). 2
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LEVEL OF INSPECTION FOR 111 109 105
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2 LEVEL 1 11101
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10 3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD 113 1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
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10 ANY SOFT OR COMPRESSIBLE ZONES AND
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AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY 107
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(AS1289E1.1). REMOVE
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105 5. QUALITY TESTS OF IMPORTED113MATERIAL ARE REQUIRED AT A RATE
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REPLACE WITH SUITABLE MATERIAL. POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH, 110
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OF 1 TEST PER 400 cu m OR PART THEREOF. 108 13 107
103 CT 108 114 NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
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ACCESS RESERVE
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LAKE
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