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Attachment 2 - Drawings
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8 .1
INTERSECTION DETAILS NOTES
0
8. 8.3
D
06 0
8.1
0
39
8.
D
40
1. ALL CONCRETE SHALL BE MIN 40MPa STRENGTH AT 28 DAYS.
2 0
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.
8.
8.2
D 0 68 W
8.0 M
0
10 3. DESIGN MIX TO INCLUDE SHARP SAND (1.5mm).
W
M
0
28
8.3
D
E 8.0 4. TESTING SHALL BE CARRIED OUT BY A REGISTERED NATA TESTING LABORATORY IN
33
ACCORDANCE WITH AS3600, PROJECT ASSESSMENT.
8.
7.
30
98
8.10
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.
0
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.
59
8.00
8.2
0
8.0
27 8. SAW CUTS TO BE MADE AS EARLY AS POSSIBLE WITHOUT CAUSING UNACCEPTABLE
94
7.974
8.
06 8.20 RAVELLING OF JOINT EDGES (WITHIN 24hrs OF CASTING SLAB).
7
8.
20
26 9. POSITION OF SAW CUTS TO BE APPROVED BY SUPERINTENDENT PRIOR TO POURING OF
10
8.30
8.
7.9
8.4
0
8.053
CONCRETE.
24
8.10
7.6
8.00
10. ALL DRIVEWAY CROSSOVERS TO BE IN ACCORDANCE WITH SUNSHINE COAST COUNCIL
69
7.38
8.40 DRAWING NUMBER R-050 REVISION A.
7.107
0
8.3
8
8.50
3
8.09
0
7.
22
8.4
60
7.80
9
25 8.08
7.
70
SETOUT COORDS
7.90
7.5
21
7.4
8.50
7.3
0
LIP OF KERB
0
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
8.00
8.
7.0
1
76 4 505080.976 7077859.416 7.158
0
09
0
7.2
7.8
8.0 88 9
7.3
7.
0
6.9
8.
8.1
0
8.0
88
0
5 505085.792 7077869.243 EXISTING
0
0
7.
0
12 EXTENDED FOOTING TO
0
60
11 4 6 505084.035 7077869.119 EXISTING
7.7
12 PATH
17
0
8.0 8. 7 505067.849 7077886.172 7.991
8.5
10
0
7.9
7.5
933 8.
7.4
8 505050.575 7077898.393 8.291
0
BIO 10.0m²
0
13 8
40 33
9
8. .13
62
8. 8.0 20 9 505034.966 7077904.279 8.076
7.8
8
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
67
E
7.7
20
8.1
96
0
13 505051.388 7077906.550 8.132
0
60
7.845
8.0
8.0
8.3
0
0
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
45
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
30
0
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
8.076
7.9
8
9911
EXISTING
7.996
8.2
7.7
8.129
0
43 19 505075.612 7077901.482 7.759
88..22
14
7.88
7.90 4
7.70
7.
7.69
93
54
2 17 EXISTING STREET LIGHT 20 505059.223 7077908.131 7.862
70
4
WM 1
90
8.3
7
7.
8.1
66
7.
7.7
0 21 505041.507 7077928.227 8.089
7.
66
42 44
8.2
E
2
7.
50
3
51
87
60
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Full text of the other 3 sections
Section 2
45 22 505040.975 7077929.962 8.093
7.
0
8.1
8.1
7.5176.5
7.
77. .80
7
99
3
.50 00
23 505049.029 7077965.975 8.068
58
15
80
0 8.
8.1
9 26
5
8.10
36
1
8.2 24 505070.799 7077981.260 8.211
8.1
7
75
7.402.40 7. 0
34
07
7.
7.30
39 7 25 504982.022 7077929.473 7.107
79
8.1
35 7.3 2
16
8.0
8.00
0
47 26 505000.948 7077938.633 7.990
1.0
3 CONSTRUCT NEW PRAM RAMP
91
27 505007.643 7077943.563 8.049
11
0
7.9
2.0
7.1 8.0 7.
71
D0
9 TO LINE UP WITH EXISTING 28 505027.633 7077961.560 8.010
3
MEDIAN CROSSING 29 505064.936 7077994.084 8.210
92
6
1
83
7.
0
BIO 10.0m² 85 30 505043.999 7077902.003 8.248
7.8
7.
6.93 7.70
50
0
3 JOIN TO EXISTING 31 505042.035 7077902.734 8.220
80
7.
EX
7.
NG 32 505048.907 7077908.323 8.138
TI
IS
EXTENDED FOOTING 7.60
TI
1 IS 33 505047.366 7077909.600 8.137
N
RAD 60.441 67 EX
G
TO PATH 7. EX 85 505092.344 7077878.687 EXISTING
ARC 23.661 7.5
0 IS Ø375 STORMWATER
I NG T IN
43 ST G U/S I.L 6.68 D/S I.L 6.62
7.
5
E XI 0
7.4 5
6 EX
IST
G
15 .30 IN RAD 31.430
IN
CONSTRUCT NEW PRAM RAMP 7.4 7 G
ST
ARC 11.559
I
EX
TO LINE UP WITH EXISTING
MEDIAN CROSSING 86 RAD 1.000
7.2
4 ARC 1.078
REMOVE REDUNDANT KERB
AND CONCRETE PATH 8
7.15
W
M
SAWCUT EXISTING KERB AND CHANNEL
AND CONCRETE PATH. MATCH NEW
W
CONSTRUCTION TO EXISTING
M
FILE: 20-000713-450.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE ROAD A AMENDMENTS, 1856 Design, X-20-000713-TITLE ROAD A AMENDMENTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP 11.10.21
PRELIMINARY Level 3, 16 Innovation Parkway NOOSA CIVIC ROAD A AMENDMENTS
A Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
ROAD A INTERSECTION LAYOUT PLAN
E
C
N
D APPROVED SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS
BY: Shaun Pilcher
M
D
DISCLAIMER
E E PROJECT No. DRAWING No. REVISION
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 11.10.2021
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
20-000713 450 -
Section 3
SETOUT COORDS
BIOPODS
1 505073.13 7077904.91 7.52
2 505076.71 7077903.54 7.52
3 505079.64 7077901.94 7.52
4 505080.40 7077901.38 7.52
5 505079.70 7077900.39 7.52
6 505075.80 7077902.55 7.52
7 505072.67 7077903.75 7.52
8 505064.45 7077880.61 7.66
9 505063.57 7077879.41 7.66
10 505058.02 7077883.26 7.66
EXTENDED FOOTING TO 11 505058.92 7077884.52 7.66
PATH. REFER DETAIL
1
7 2
3
6
10.0m² BIO-POD FSL 7.52
MEDIA DEPTH 500mm 4 CONCRETE PATH
1.0m WIDE CHUTE 5 N12 BARS 500 LAP
N72 MESH 40 COVER
100
200
Ø525 STORMWATER KERB AND CHANNEL
U/S I.L 6.920 D/S I.L 6.870
400
EXISTING GULLY
N12 400 TIE BARS
BATTER 1 IN 2 200 N12 LONGITUDINAL BAR
BIO-POD
EXTENDED FOOTING DETAIL
NOT TO SCALE
CONVERT PIT TO Ø1050
MANHOLE AND RAISE TO
FINISHED LEVEL
11
D
1.0m WIDE CHUTE
10
D
D
8 D
Ø375 STORMWATER
U/S I.L 6.68 D/S I.L 6.62
9 Ø375 STORMWATER
U/S I.L 6.75 D/S I.L 6.70
10.0m² BIO-POD FSL 7.66
MEDIA DEPTH 800mm
EXTENDED FOOTING TO
PATH. REFER DETAIL
FILE: 20-000713-451.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE ROAD A AMENDMENTS, 1856 Design, X-20-000713-TITLE ROAD A AMENDMENTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP 11.10.21
PRELIMINARY Level 3, 16 Innovation Parkway NOOSA CIVIC ROAD A BIO-PODS
A Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 1 2 3 4 5 6 7 8 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
ROAD A LAYOUT PLAN
E
C
N
D APPROVED SCALE 1:100 (A1) SCALE 1:200 (A3) AMENDMENTS
BY: Shaun Pilcher
M
D
DISCLAIMER
E E PROJECT No. DRAWING No. REVISION
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 11.10.2021
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
20-000713 451 -
Section 4
W
M
E D
0
8.2
8.0
8.2
0
0
8.1
0
0
8.30
8.1
0
8.0
8.30 D
8.30
8.30
8.20
8.2
8.00
0
8.00
D
8.00
8.20
8.10
0
REPLACE EXISTING SIGN
8.2
0
8.0
8.2
0
0
8.1
8.3
0
0
8.50
8.3
8.10
8.4
8.5
0
0
0
8.4
TO SUNSHINE MWY
70
0
8.4
Coolum Beach
8.50
0
Eumundi
8.2
8.40
8.20 8.30
8.50
8.10
8.00
8.0
8.30
8.1
0
08
8.30
.10
8.3
0
0
8.1 Hoffman
8.4
0
7.9
0
PAVEMENT ARROWS Drive
8.20
8.3
8.00 0
8.2
0
8.2
0
8.20
0
7.9
8.2
8.20
0
(2 EACH)
8.0
0 8.0
E
0
0
8.10
7.90 8.10 7.8
0
8.1
8.10 8.1 0
7.90 0 8.4 0
8.4
0 7.8
CYCLE AWARENESS ZONE
0
8.3 8.1
7.80
8.10
7.90 8.00 0
7.80 7.90
8.3
WITH BICYCLE SYMBOLS
7.9
7.80 8.2
0 0
0
0
8.3
0
7.70
8.2
7.70 8.2
0
7.90
7.60 7.60 0
E 8.0
7.50 7.50
8.10
7.40
7.4
0
7.30 00
0 8.00 8.00 8.1 77.8
.9
7.3 0
0 7.90
7.2
7.90 7.8
.90
7.80
0
REPLACE EXISTING PAVEMENT
7.70
SYMBOLS AND ADD RIGHT
TURN ARROW (X3)
EXTEND RAISED MEDIAN LINEMARKING DETAILS KER
DIMENSIONS IN MILIMETERS B G13 EMERALD GREEN BICYCLE LANE
1.50m
REFER DRAWING 450
AWARENESS ZONE IN ACCORDANCE WITH
EXTEND EDGELINE COUNCIL STANDARDS
300 STOP LINE (SL)
AND CHEVRONS RENEW CYCLE AWARENESS 1.10m
ZONE WITH BICYCLE SYMBOLS 100 EDGE LINE (EL)
1.80m
BICYCLE SYMBOL IN ACCORDANCE
CYCLE AWARENESS ZONE
W
WITH COUNCIL STANDARDS
M
WITH BICYCLE SYMBOLS EXTEND EDGELINE AND 300
600 600 HOLDING LINE (HL) 10
CHEVRONS 00
600 600 600
45°
80
200 600 600 GIVE WAY LINE (GWL) 45°
600 600 600
RENEW CYCLE AWARENESS
80
200 3000 3000 CONTINUITY LINE (CL)
ZONE WITH BICYCLE SYMBOLS 3000
1000 1000 1000 80
RRPM'S IN ACCORDANCE
100 1500 1500 MODIFIED CONTINUITY LINE WITH AS1742.2
EXTEND EDGELINE AND
CHEVRONS 500 500 500
80 9000 9000 9000
LANE LINE (LL)
2500
300 300 300 300
400
100 6000
600 600 SEPARATION LINE (SL)
TYP.
BICYCLE LANE
80 9000 9000 9000 80 BROKEN BARRIER LINE (BBL)
300 300 300 300
NOTE: LINEMARKING DETAILS
80 80 DOUBLE BARRIER LINE (DBL) ARE IN MILLIMETRES
RENEW CYCLE AWARENESS
ZONE WITH BICYCLE SYMBOLS
100 600 600 TURN LINE (TL)
600 600 600
300 300 300
REPLACE EXISTING PAVEMENT 100 PEDESTRIAN CROSSWALK
SYMBOLS AND ADD LEFT 1000 1000 1000 1000 LINE (PCL)
TURN ARROW (X3) Noosa Heads
1200
80 80 PARK BAY T's AND L's
600
REPLACE EXISTING SIGN 70
600 600
Hoffman
Drive
NOTES:
1. ALL LINEMARKING AND SIGNPOSTING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH AS 1742 (M.U.T.C.D.)
AND COUNCIL REQUIREMENTS
2. PAINT SINGLE YELLOW LINE ADJACENT KERB WHERE "NO
STANDING" PARKING RESTRICTIONS WILL APPLY
3. PROVIDE TACTILE GROUND SURFACE INDICATORS IN
ACCORDANCE WITH S.C.C. STANDARD DRAWING SEQ R-091
AND AS1428.4.1 2009 (SHOWN INDICATIVELY ON PLANS). TO
BE INSTALLED BY SPECIALIST INSTALLER TO LANDSCAPE
ARCHITECT SPECIFICATIONS.
4. ALL EXISTING SIGNAGE TO BE INSPECTED ON SITE AND
REPLACED IF REQUIRED
FILE: 20-000713-452.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE ROAD A AMENDMENTS, 1856 Design, X-20-000713-TITLE ROAD A AMENDMENTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP 11.10.21
PRELIMINARY Level 3, 16 Innovation Parkway NOOSA CIVIC ROAD A AMENDMENTS
A Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
ROAD A INTERSECTION LAYOUT PLAN
E
C
N
D APPROVED SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS
BY: Shaun Pilcher
M
D
DISCLAIMER
E E PROJECT No. DRAWING No. REVISION
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 07.10.2021
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
20-000713 452 -