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Attachment 2 - Drawings
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8 .1
INTERSECTION DETAILS NOTES
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8. 8.3
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8.1
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39
8.
D
40
1. ALL CONCRETE SHALL BE MIN 40MPa STRENGTH AT 28 DAYS.
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8.0
8.
8.
10
35 .10
D
2. THE CONTRACTORS SHALL PROVIDE THE SUPERINTENDENT WITH A DESIGN MIX THAT
23 8
4
WILL ACHIEVE THE REQUIRED STRENGTH, PRIOR TO THE PLACEMENT OF CONCRET.
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8.2
D 0 68 W
8.0 M
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10 3. DESIGN MIX TO INCLUDE SHARP SAND (1.5mm).
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M
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28
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D
E 8.0 4. TESTING SHALL BE CARRIED OUT BY A REGISTERED NATA TESTING LABORATORY IN
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ACCORDANCE WITH AS3600, PROJECT ASSESSMENT.
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7.
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98
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3 D
5. ANY CONCRETE FOUND TO BE BELOW THE REQUIRED STRENGTH AT 28 DAYS SHALL BE
8.0
7.9 REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.
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D 9 9
.10
7.
8.280
96
7
8.20 6. LAPS TO FABRIC TO BE 225mm, LAPS NOT TO OCCUR UNDER SAW CUT JOINT
D LOCATIONS.
7.9
7.964
8.30
94
D
7. CONCRETE SHALL BE CURED WITH A COAT OF APPROVED CHLORINATED RUBBER
D
D
7.959
8.0
8.10 CURING COMPOUND, APPLIED IMMEDIATELY AFTER FINISHING OPERATIONS.
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8.00
8.2
0
8.0
27 8. SAW CUTS TO BE MADE AS EARLY AS POSSIBLE WITHOUT CAUSING UNACCEPTABLE
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7.974
8.
06 8.20 RAVELLING OF JOINT EDGES (WITHIN 24hrs OF CASTING SLAB).
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8.
20
26 9. POSITION OF SAW CUTS TO BE APPROVED BY SUPERINTENDENT PRIOR TO POURING OF
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8.30
8.
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8.4
0
8.053
CONCRETE.
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8.10
7.6
8.00
10. ALL DRIVEWAY CROSSOVERS TO BE IN ACCORDANCE WITH SUNSHINE COAST COUNCIL
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7.38
8.40 DRAWING NUMBER R-050 REVISION A.
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8.3
8
8.50
3
8.09
0
7.
22
8.4
60
7.80
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25 8.08
7.
70
SETOUT COORDS
7.90
7.5
21
7.4
8.50
7.3
0
LIP OF KERB
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0
8.30
0
8.2
35
0
8.3
8.0 1 505004.723 7077879.641 6.933
8.00 8.4
8.20
7.90
0 2 505047.658 7077894.271 8.151
8.10
8.088
3 505062.659 7077883.652 7.923
8.30
7.1
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8.
7.0
1
76 4 505080.976 7077859.416 7.158
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7.8
8.0 88 9
7.3
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8.
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5 505085.792 7077869.243 EXISTING
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0
7.
0
12 EXTENDED FOOTING TO
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60
11 4 6 505084.035 7077869.119 EXISTING
7.7
12 PATH
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0
8.0 8. 7 505067.849 7077886.172 7.991
8.5
10
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7.5
933 8.
7.4
8 505050.575 7077898.393 8.291
0
BIO 10.0m²
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9
8. .13
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8. 8.0 20 9 505034.966 7077904.279 8.076
7.8
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86 8.
32 10 505034.668 7077905.133 8.065
8.20
32
23
7.90
0 13 Ø525 STORMWATER
8.1
8.3
7.8
8.20 8.
0
90
7. 11 505040.921 7077915.647 8.085
8.0 67 10 20
89
U/S I.L 6.920 D/S I.L 6.870 12 505041.811 7077915.797 8.091
8. 8.10
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7.7
20
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13 505051.388 7077906.550 8.132
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7.845
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0 .1.069
7.7
8.30 8.0
7.8 38 88 9 14 505066.808 7077895.641 7.986
76
30
8.40
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49 39 31 15 505076.000 7077888.290 7.803
52
8.0
7.8
2
7.7
14
7.851
8.19
19
8.0
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40 8.1 SAWCUT EXISTING FOOTPATH. 16 505078.209 7077886.439 7.751
7.8
7. 7.90
2
68
80 37 8.20
18
73
7.82 8.4
MATCH NEW CONSTRUCTION TO 17 505085.153 7077894.926 7.722
8.2
9
7.
0
86
0 7 7.80 18 505078.876 7077899.636 7.745
41 .797
22
7.9
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EXISTING
7.996
8.2
7.7
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43 19 505075.612 7077901.482 7.759
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14
7.88
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7.69
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2 17 EXISTING STREET LIGHT 20 505059.223 7077908.131 7.862
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WM 1
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0 21 505041.507 7077928.227 8.089
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