Original source · versioned page text
3001-Set-ifa
BLUECARE SUNRISE BEACH
INTERSECTION WORKS calibregroup.com
ADVANC
SUNSHINE
BEACH
E
HIGH SCHOOL
PLACE
RESO
LUTE
DRAWING INDEX
3001-100 DRAWING INDEX & LOCALITY PLAN
3001-101 OVERALL LAYOUT PLAN
ST
RE
LIPTON 3001-102 SURVEY SETOUT LAYOUT PLAN
ET
SOUTHERN
STREET 3001-103 SURVEY SETOUT TABLES
3001-104 CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN SHEET 1 of 2
3001-105 CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN SHEET 2 of 2
BEN
3001-106 CONCEPTUAL EROSION AND SEDIMENT CONTROL NOTES
3001-107 CONCEPTUAL EROSION AND SEDIMENT CONTROL DETAILS
3001-108 TREE RETENTION PLAN
SITE
3001-109 EXISTING FEATURES AND DEMOLITION PLAN SHEET 1 of 2
3001-110 EXISTING FEATURES AND DEMOLITION PLAN SHEET 2 of 2
CR
OS
3001-111 ROADWORKS LAYOUT PLAN SHEET 1 of 2
S
GRASSTREE COURT
3001-112 ROADWORKS LAYOUT PLAN SHEET 2 of 2
HARDY
3001-113 ROADWORKS SETOUT PLAN
3001-114 TYPICAL SECTIONS
3001-115 BEN LEXEN DRIVE LONGITUDINAL SECTIONS
PA
3001-116 BEN LEXEN DRIVE CROSS SECTIONS
RA
DE
3001-117 GRASSTREE COURT LONGITUDINAL SECTION
LE
STRE
AD
XE RO 3001-118 GRASSTREE COURT CROSS SECTIONS
N
E
3001-119 ROAD 1 LONGITUDINAL & CROSS SECTIONS
T
RAND 3001-120 BEN LEXEN DRIVE BUS STOP CROSS SECTIONS
BERT
3001-121 FOOTPATH 1 LONGITUDINAL & CROSS SECTIONS
T
3001-122 FOOTPATH 2 LONGITUDINAL & CROSS SECTIONS
EE
R 3001-123 SIGNS AND LINEMARKING PLAN
ST
DR
3001-124 STORMWATER DRAINAGE CATCHMENTS PLAN
NEWPORT
IV
3001-125 STORMWATER DRAINAGE LAYOUT PLAN
E
3001-126 STORMWATER DRAINAGE LONG SECTION - EXISTING
3001-127 STORMWATER DRAINAGE LONG SECTION - PROPOSED
3001-128 STORMWATER DRAINAGE STRUCTURE DETAILS
3001-129 STORMWATER DRAINAGE STRUCTURAL DETAILS
LOCALITY PLAN
NOT TO SCALE
BLUECARE SUNRISE BEACH
INTERSECTION WORKS
COUNCIL REFERENCE: 132008 1128.01
Project No.: Milestone: Revision Date.: Drawing No.: Revision:
18-001942 FOR APPROVAL 21.09.20 3001-100 C
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Full text of pages 2 to 13 (of 30)
Page 2
LEGEND
PROPOSED WORKS
502 SHEET BOUNDARY
RP880337
4
RP810721
0
GTP106716
D R I V E
7
863
RP890947
RP845926
SHEET 1 851
23
862 RP845926
RP845926
22
6 8
RP901384 RP901384 861 852
11
RP845926 RP845926
12
PROPOSED RAC SITE EXISTING SHOPS
C O U R T
L E X E N
860 853
21
RP845926 RP845926
14 13
18 19
20
SHEET 2 859 854
16
15
17
RP845926 RP845926
ROAD 1
5 858 855
06
0405
RP890947 RP845926 RP845926
08 07
E E
EXISTING CHURCH
S S T R 857 856
03
G R A
02
01
RP845926 RP845926
EASEMENT
09
738
N
737
HCH805762 MCH805762
B E
863 736
RP845926 MCH805762
863
10
RP845926
863
RP845926
770
MCH805764 863
RP845926
9
SP252905
769 768
MCH805764 MCH805764
PROPOSED RL SITE
767
MCH805764
147 743
NPW889 766 MCH805762
MCH805764
744 709
765 MCH805762 MCH5416
MCH805764
708
745 MCH5416
764 MCH805762
MCH805764
747
763 MCH805763
746 748
MCH805764 MCH805763 MCH805763
749
762 MCH805763
MCH805764
FILE: 3001-101.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH OVERALL LAYOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 10 20 30 40 50 60 70 80
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS PLAN
E
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
N
D
M D
APPROVED SCALE 1:1000 (A1) SCALE 1:2000 (A3) INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-101 C
Page 3
0.000
8
RP901384
CT 26.361
46
CT 95.9
100
10
TC 11.271
90
LIMIT O
TC 51.299
20
80
70
30
60
40
F WOR
50
EXISTING EASEMENT TO R T
9
C O U
TC 6.86
KS
BE EXTINGUISHED UPON
COMPLETION OF WORKS G R A S S T R E E 0.000
10
39.203
9
SP252905 4.5
24 20 00
2.0
P2
CT
30
1 0
35.3
30
ROAD 1
CTP
0.000
TC 6.570
10
20
CTP
15.2
20
30
26.373
40
CT
68
3.6 3
09
39
CTP 42
.78
.086
9
10
LIMIT OF WORKS
55.290
CT 48.872
50
0.000
FOR CONTINUATION REFER BELOW
111.741
110
100
90
82.225
80
73.685
70
44.683
44.132
0.572
10
1.545
30
0.000
40
43.111
20
60
B E N L E X E N D R I V E
50
X
LEGEND
NOTE: REFER SHEET 3001-103 FOR SURVEY
PROPOSED WORKS SETOUT TABLES
PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
STD DRG RS-080
PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
DRG RS-080
FOR CONTINUATION REFER ABOVE
PROPOSED CONCRETE INVERT REFER IPWEA STD DRG
RS-080
50
PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170
V E
D R I
40
40 ROAD CHAINAGES
PROPOSED AC PAVEMENT N
30
X E
L E
LIM
PROPOSED CONCRETE PAVEMENT
IT O
PROPOSED CONCRETE FOOTPATH
20
FW
N
B E
OR
13.0
KS
56
FILE: 3001-102.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH SURVEY SETOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS LAYOUT PLAN
E 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
N
D
M D
APPROVED
SCALE 1:200 (A1) SCALE 1:400 (A3)
INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-102 C
Page 4
CONTROL LINE SETOUT - GRASSTREE COURT
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5075.166 9869.778 31.319 86°36'49.93"
10.000 5085.149 9870.369 30.983 86°36'49.93"
TC 11.271 5086.418 9870.444 30.955 86°36'49.93"
IP 2 18.816 5095.802 9870.999 30.834 R = -10.000 15.090 86°27'34.50"
20.000 5093.855 9874.464 30.818 36°35'59.75"
CT 26.361 5095.827 9880.400 30.729 0°09'15.43"
30.000 5095.837 9884.039 30.678 0°09'15.43"
40.000 5095.864 9894.039 30.579 0°09'15.43"
50.000 5095.891 9904.039 30.505 0°09'15.43"
TC 51.299 5095.894 9905.337 30.493 0°09'15.43"
60.000 5095.728 9914.036 30.415 357°39'41.71"
EXISTING
70.000 5095.071 9924.014 30.338 354°47'48.47"
IP 3 73.623 5095.954 9927.754 30.320 R = -200.000 44.648 12°47'26.10"
80.000 5093.915 9933.946 30.289 351°55'55.23"
90.000 5092.265 9943.807 30.244 349°04'01.99"
CT 95.946 5091.050 9949.628 30.231 347°21'49.32"
100.000 5090.164 9953.584 30.222 347°21'49.32"
110.000 5087.976 9963.341 30.200 347°21'49.32"
IP 4 114.411 5087.011 9967.646 30.190 347°21'49.32"
CONTROL LINE SETOUT - BEN LEXEN KERB LIP
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 13.056 5142.236 9805.535 30.980 336°38'20.41"
20.000 5139.632 9811.971 31.028 339°17'48.04"
30.000 5136.411 9821.436 31.098 343°07'26.58"
40.000 5133.830 9831.096 31.176 346°57'05.13"
IP 2 43.371 5130.049 9833.751 31.203 R = 149.700 60.629 23°12'17.92"
50.000 5131.899 9840.906 31.256 350°46'43.67"
60.000 5130.627 9850.822 31.336 354°36'22.22"
70.000 5130.020 9860.802 31.428 358°26'00.76"
IP 3 73.685 5129.965 9864.487 31.465
80.000 5129.937 9870.802 31.528 359°44'55.74"
IP 4 82.225 5129.928 9873.027 31.550
90.000 5129.919 9880.802 31.589 359°56'05.65"
100.000 5129.907 9890.802 31.646 359°56'05.65"
110.000 5129.896 9900.802 31.728 359°56'05.65"
IP 5 111.741 5129.894 9902.542 31.742 359°56'05.65"
CUTBACK LINE SETOUT - BEN LEXEN BUS BAY
PT CHAINAGE EASTING NORTHING HEIGHT BEARING
IP 1 0.000 5130.432 9907.215 31.825 0°24'53.33"
IP 2 0.572 5130.436 9907.788 31.831
IP 3 1.545 5130.491 9908.759 31.844
5.000 5130.485 9912.214 31.875 359°54'20.34"
10.000 5130.477 9917.214 31.910 359°54'20.34"
15.000 5130.469 9922.214 31.933 359°54'20.34"
20.000 5130.461 9927.214 31.989 359°54'20.34"
25.000 5130.453 9932.214 32.016 359°54'20.34"
30.000 5130.444 9937.214 32.063 359°54'20.34"
35.000 5130.436 9942.214 32.099 359°54'20.34"
40.000 5130.428 9947.214 32.135 359°54'20.34"
IP 4 43.111 5130.423 9950.325 32.164
IP 5 44.132 5130.330 9951.342 32.167
IP 6 44.683 5130.328 9951.893 32.172 359°50'37.99"
CONTROL LINE SETOUT - FOOTPATH 1
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5094.715 9952.093 30.099 77°43'57.86"
IP 2 4.500 5099.113 9953.049 30.362
5.000 5099.214 9952.559 30.367 168°20'03.67"
TC 6.869 5099.592 9950.729 30.392 168°20'03.67"
10.000 5100.462 9947.725 30.549 159°21'53.97"
IP 3 14.446 5101.202 9942.931 30.771 R = -20.000 15.155 43°24'53.01"
15.000 5102.787 9943.313 30.799 145°02'27.77"
20.000 5106.132 9939.614 31.049 130°43'01.57"
CC 22.024 5107.730 9938.374 31.142 124°55'10.65"
25.000 5110.063 9936.529 31.261 131°44'26.88"
IP 4 28.662 5113.305 9934.482 31.445 R = 25.000 13.277 30°25'46.60"
30.000 5113.438 9932.851 31.511 143°11'59.85"
35.000 5116.014 9928.575 31.761 154°39'32.81"
CC 35.301 5116.141 9928.302 31.776 155°20'57.25"
IP 5 38.694 5117.822 9924.638 31.866 R = -5.000 6.785 77°45'09.63"
40.000 5119.688 9925.488 31.899 101°30'14.67"
CC 42.086 5121.759 9925.504 31.967 77°35'47.62"
45.000 5124.269 9926.901 32.069 44°12'29.86"
IP 6 45.479 5125.696 9926.370 32.086 R = -5.000 6.785 77°45'09.63"
CT 48.872 5125.685 9930.401 32.205 359°50'37.99"
50.000 5125.682 9931.530 32.214 359°50'37.99"
55.000 5125.669 9936.530 32.250 359°50'37.99"
IP 7 55.290 5125.668 9936.819 359°50'37.99"
CONTROL LINE SETOUT - FOOTPATH 2
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5109.058 9888.486 0°01'22.54"
5.000 5109.060 9893.486 30.810 0°01'22.54"
TC 6.570 5109.060 9895.056 30.883 0°01'22.54"
10.000 5109.355 9898.469 31.041 9°50'54.69"
IP 2 10.919 5109.062 9899.475 31.084 R = 20.000 8.697 24°54'57.26"
15.000 5110.814 9903.238 31.272 24°10'20.89"
CC 15.268 5110.925 9903.481 31.285 24°56'19.80"
20.000 5112.397 9907.968 31.355 11°22'52.50"
IP 3 20.820 5113.329 9908.650 31.368 R = -20.000 11.106 31°48'57.74"
25.000 5112.764 9912.941 31.430 357°03'26.30"
IP 4 26.373 5112.646 9914.309 31.451
IP 5 29.991 5112.193 9918.066 31.559 R = 10.000 7.235 41°27'16.58"
30.000 5112.867 9917.909 31.560 13°54'03.37"
CT 33.609 5114.340 9921.182 31.668 34°34'36.04"
35.000 5115.130 9922.328 31.710 34°34'36.04"
IP 6 39.789 5117.848 9926.271 34°34'36.04"
FILE: 3001-103.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH SURVEY SETOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS TABLES
E
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
N
D
M D
APPROVED INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-103 C
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FILE: 001-108 dg DATE: 1611-2018 USER. DANIEL CULLING
X.18.001842-4001-TITLE, X-18-001942.G001-BASE. X-8-001942-SURVEY, X-18-001942-9001-TREES
FIRST [DESIGN] ORAWN | CHECK [APPROVED] —OATE CLIENT
AMENDMENT DETAILS
sssue [cB | 08 | SD | SP _[020216 FOR APPROVAL
A[ cB | cB | SP _| SP_| 1604.10] AMENDMENTS PER COUNCIL RFI -)
ce [ce [sp | sP_|07.11.19| ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 2 BlueCa re
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SHAUDIPILCHER RPEQ 14589 Live life your way. Ca re DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
Ee © calibregroup.com ‘TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, 14 8-001942 3001-103
DATE: 21.09.20 NOT SCALE,
a cee et el3,elmoatonPamwey | BLUE CARE SUNRISE BEACH SURVEY SETOUT
Birtinya QLD Australia 4575
Telephone 07 5314 2520, EXTERNAL MAJOR WORKS TABLES
Facsimile 07 5314 2522
Page 5
LEGEND
EXISTING FEATURES PROPOSED WORKS EROSION AND SEDIMENT CONTROL
EXISTING ROAD CENTRELINE DESIGN CONTOURS PROPOSED STORMWATER INLET PROTECTION
EXISTING KERB AND CHANNEL PROPOSED ROAD CENTRELINE PROPOSED SEDIMENT FENCE
EXISTING KERB PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
EXISTING CONCRETE CHANNEL STD DRG RS-080
EXISTING SEWERMAIN PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
DRG RS-080 NOTES:
EXISTING SEWER RISING MAIN
PROPOSED CONCRETE INVERT REFER IPWEA STD DRG RS-080 1. REFER SHEET 3001-106 FOR EROSION
EXISTING TELECOMMUNICATION AND SEDIMENT CONTROL NOTES
PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170
EXISTING UNDERGROUND ELECTRICAL 2. REFER SHEET 3001-107 FOR EROSION
PROPOSED AC PAVEMENT AND SEDIMENT CONTROL DETAILS
EXISTING WATERMAIN
PROPOSED CONCRETE PAVEMENT
EXISTING STORMWATER
PROPOSED CONCRETE FOOTPATH
PROPOSED STABLISED AREA
PROPOSED STORMWATER DRAINAGE
FOR CONTINUATION REFER 3001-105
8
RP901384
LIMIT
OF
WORK
S
R T
C O U
G R A S S T R E E
9
SP252905
ROAD 1
LIMIT OF WORKS
L E X E N D R I V E
B E N
LIM
IT O
FW
ORK
S
FILE: 3001-104.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH CONCEPTUAL EROSION AND
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS SEDIMENT CONTROL PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 1 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-104 C
Page 6
LEGEND
EXISTING FEATURES PROPOSED WORKS EROSION AND SEDIMENT CONTROL
EXISTING ROAD CENTRELINE DESIGN CONTOURS PROPOSED STORMWATER INLET PROTECTION
EXISTING KERB AND CHANNEL PROPOSED CONCRETE FOOTPATH PROPOSED SEDIMENT FENCE
EXISTING SEWERMAIN PROPOSED TOP OF BANK
EXISTING SEWER RISING MAIN PROPOSED BOTTOM OF BANK
EXISTING TELECOMMUNICATION PROPOSED STABLISED AREA NOTES:
1. REFER SHEET 3001-106 FOR EROSION
EXISTING UNDERGROUND ELECTRICAL
AND SEDIMENT CONTROL NOTES
EXISTING WATERMAIN 2. REFER SHEET 3001-107 FOR EROSION
EXISTING STORMWATER AND SEDIMENT CONTROL DETAILS
6 8
RP901384 RP901384
R T
C O U
E E
S S T R
G R A
9
SP252905
FOR CONTINUATION REFER 3001-104
FILE: 3001-105.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH CONCEPTUAL EROSION AND
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS SEDIMENT CONTROL PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 2 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-105 C
Page 7
GENERAL NOTES
1. THIS DESIGN FOR EROSION AND SEDIMENT CONTROL IS CONCEPTUAL ONLY. THE CONTRACTOR SHALL J. ENSURE SEDIMENT BASINS ARE MAINTAINED WITH SUFFICIENT STORAGE CAPACITY TO CAPTURE 8. THE CONTRACTOR SHALL PROVIDE GULLY INLET PROTECTION TO ALL GULLY INLET STRUCTURES
MODIFY OR INSTALL ADDITIONAL/ ALTERNATIVE MEASURES DURING THE CONSTRUCTION AND AND TREAT THE RUNOFF FOR THE DESIGN RAINFALL DEPTH OR EVENT. WHERE SEDIMENT BASINS LOCATED, DIRECTLY DOWNSTREAM OF THE PROPOSED DEVELOPMENT WORKS.
MAINTENANCE PERIOD IN ORDER TO COMPLY WITH BEST PRACTICE STANDARDS IN ACCORDANCE WITH ARE PROPOSED TO BE OVERSIZED FOR STORAGE OF CAPTURED WATER FOR RE-USE, INSTALL
BUT NOT LIMITED TO CALIBRE CONSULTING'S SPECIFICATION 17, 'SOIL EROSION AND SEDIMENT CONTROL SURVEY MARKERS IN EACH SUCH BASIN TO INDICATE THE LEVEL THAT WATER WITHIN THE BASIN 9. APPROPRIATE PROVISIONS ARE TO BE PROVIDED TO THE INTERFACE BETWEEN THE EXISTING ROADWAY
ENGINEERING GUIDELINES FOR QUEENSLAND CONSTRUCTION SITES' PREPARED BY ENGINEERS MUST BE LOWERED TO, IN ORDER TO MEET THE STORAGE CAPACITY SPECIFIED IN THE ABOVE PAVEMENTS AND THE NEW ROADWORK'S CONSTRUCTION. THE PROVISIONS SHALL ADDRESS
AUSTRALIA, AND ALL STATUTORY REQUIREMENTS REQUIREMENT. WORKPLACE HEALTH AND SAFETY CONCERNS ( I.E. RESTRICTING ACCESS BY THE GENERAL PUBLIC TO
K. ENSURE SEDIMENT BASINS ARE DEWATERED AS SOON AS PRACTICABLE AFTER EACH RAINFALL THE SITE ).
2. PRESCRIBED WATER CONTAMINANTS (AS DEFINED IN THE ENVIRONMENTAL PROTECTION ACT 1994) MUST EVENT.
NOT BE RELEASED FROM THE SITE, OR BE LIKELY TO BE RELEASED SHOULD RAINFALL OCCUR, UNLESS L. ENSURE THAT DURING DEWATERING, THE CONCENTRATION OF TOTAL SUSPENDED SOLIDS (TSS) 10. THE LOCATION OF THE CONSTRUCTION VEHICLE COMPOUND, SITE OFFICE AND THE VEHICLE SERVICING
ALL REASONABLE AND PRACTICABLE MEASURES ARE TAKEN TO PREVENT OR MINIMISE THE RELEASE AND DISCHARGED DOES NOT EXCEED 50MG/L AND THAT PH IS WITHIN THE RANGE OF 6.5-8.5. THE AREA SHALL BE AGREED WITH COUNCIL'S DESIGNATED REPRESENTATIVE ON SITE, PRIOR TO THE
CONCENTRATION OF CONTAMINATION. THESE MEASURES MUST INCLUDE AS A MINIMUM, BUT ARE NOT CONCENTRATION OF TSS RELEASED BY DEWATERING MAY ONLY EXCEED 50MG/L WHERE IT CAN BE COMMENCEMENT OF WORKS.
LIMITED TO, THE FOLLOWING: DEMONSTRATED AND SUPPORTED THROUGH DOCUMENTATION THAT:
A. ENSURE NON ESSENTIAL EXPOSURE OF SOIL IS PREVENTED BY: RESTRICTING THE EXTENT OF · FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR BEFORE THE TSS CONCENTRATION IS 11. CLEARED VEGETATION IS TO NOT BE BURNED ON SITE, ALL VEGETATIVE WASTE(S) SHALL BE MULCHED
CLEARING TO THAT NECESSARY FOR ACCESS TO, AND SAFE CONSTRUCTION OF, THE APPROVED LIKELY TO BE REDUCED TO 50MG/L ; AND AND THEREAFTER RETAINED ON SITE FOR USE AS PART OF THE EROSION AND SEDIMENTATION CONTROL
WORKS; PROTECTING VEGETATION IN ALL OTHER AREAS OF THE SITE; AND BY MINIMISING THE · RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED SOLID WILL RESULT IN A BETTER STRATEGY OR THE LANDSCAPING / REVEGETATION WORKS. ALL STUMPS AND / OR OTHER ORGANIC
DURATION OF SOIL EXPOSURE BY: ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT OF MATTER NOT SUITABLE FOR MULCHING SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL
· STAGING THE WORKS TO MINIMISE THE AREA OF SOIL EXPOSED AT ANY ONE TIME; RUNOFF FROM THE IMMINENT RAINFALL AND RUNOFF; AND FACILITY.
· EFFECTIVELY STABILISING CLEARED AREAS PRIOR TO RAINFALL IF WORKS ARE DELAYED OR · FLOCCULENT HAS BEEN APPLIED AND THE CONCENTRATION OF TSS IN THE CAPTURED WATER
WORKS ARE NOT INTENDED TO OCCUR IMMEDIATELY. SEE E&SC ADVICE NOTE 1; HAS ALREADY SIGNIFICANTLY DECREASED. 12. SEDIMENT FENCE AND TURFING RUNNING DOWNSLOPES SHALL HAVE REGULAR FLOW DISSIPATERS AT
· EFFECTIVELY STABILISING AREAS AT FINISHED LEVEL WITHOUT DELAY AND PRIOR TO M. ENSURE SEDIMENT BASINS AND ASSOCIATED STRUCTURES SUCH AS INLETS, OUTLETS AND 45° TO SLOPE AS DIRECTED CONSISTING OF SAND BAGS OR SIMILAR AS REQUIRED.
RAINFALL; AND SPILLWAYS ARE STRUCTURALLY SOUND FOR 10 YEAR ARI RAINFALL EVENT.
· EFFECTIVELY STABILISING STEEP AREAS, SUCH AS STOCKPILES, BATTERS AND EMBANKMENTS, N. ENSURE ACCUMULATED SEDIMENT FROM BASINS AND OTHER CONTROLS IS REMOVED AND 13. DURING THE CONSTRUCTION PROCESS INCLUDING THAT PERIOD DURING WHICH THE WORKS ARE "ON
WHICH ARE NOT BEING ACTIVELY WORKED AND PRIOR TO RAINFALL. DISPOSED OF APPROPRIATELY WITHOUT CAUSING WATER CONTAMINATION. MAINTENANCE' SHOULD COUNCIL'S DESIGNATED REPRESENTATIVE REQUEST ADDITIONAL EROSION AND
B. WHERE IT IS NOT FEASIBLE TO EFFECTIVELY STABILISE CLEARED AREAS OF EXPOSED SOIL, SUCH O. ENSURE SEDIMENT DOES NOT LEAVE THE SITE ON THE TYRES OF VEHICLES. SEDIMENT CONTROL MEASURES BE IMPLEMENTED, SAID MEASURES SHALL BE IMPLEMENTED AT THE
AS AREAS BEING ACTIVELY WORKED, IMPLEMENT A FULL SUITE OF EROSION AND SEDIMENT EARLIEST TIME POSSIBLE. NOTWITHSTANDING THE ABOVE REQUIREMENT ANY MEASURES REQUESTED
CONTROLS TO MAXIMISE SEDIMENT CAPTURE IN THOSE AREAS AND TO MINIMISE EROSION SUCH 3. THE ENVIRONMENTAL PROTECTION ACT 1994 STATES THAT A PERSON MUST NOT CARRY OUT ANY TO BE IMPLEMENTED BY COUNCIL'S DESIGNATED REPRESENTATIVE SHALL BE IMPLEMENTED WITHIN 24
THAT EROSION BY ALL FORMS OTHER THAN SPLASH (RAINDROP IMPACT) EROSION AND SHEET ACTIVITY THAT CAUSES, OR IS LIKELY TO CAUSE, ENVIRONMENTAL HARM UNLESS THAT PERSON TAKES HOURS OF THE TIME OF THE REQUEST.
EROSION DOES NOT OCCUR; AND ALL REASONABLE AND PRACTICAL MEASURES TO PREVENT OR MINIMISE THE HARM. ENVIRONMENTAL
C. IN AREAS OF EXPOSED SOIL WHERE IT IS NOT FEASIBLE TO EITHER EFFECTIVELY STABILISE THE HARM INCLUDES ENVIRONMENTAL NUISANCE. IN REGARD PERSONS AND ENTITIES, INVOLVED IN THE 14. ALL ROOFWATER / SEWER RETICULATION TRENCHES EITHER ADJACENT TO EXISTING DEVELOPMENT OR
SURFACE OR IMPLEMENT A FULL SUITE OF EROSION AND SEDIMENT CONTROLS, FOR EXAMPLE IN CIVIL, EARTHWORKS AND CONSTRUCTION PHASES OF THIS DEVELOPMENT, ARE TO ADHERE TO THEIR PERPENDICULAR TO THE CROSSFALL OF THE LAND ARE TO BE TOPSOILED (75mm MINIMUM) AND TURFED.
THE AREAS BEING ACTIVELY WORKED AND WHERE THE IMPLEMENTATION OF SOME EROSION AND 'GENERAL ENVIRONMENTAL DUTY' TO MINIMISE THE RISK OF CAUSING ENVIRONMENTAL HARM. FOR A MINIMUM 900mm WIDTH.
SEDIMENT CONTROLS WOULD IMPEDE CONSTRUCTION ACTIVITIES, ENSURE CONTINGENCY
MEASURES ARE AVAILABLE ON SITE AND ARE IMPLEMENTED, PRIOR TO RAIN, TO MAXIMISE ENVIRONMENTAL; HARM IS DEFINED BY THE ACT AS ANY ADVERSE AFFECT, OR POTENTIAL ADVERSE 15. THE CONTRACTOR SHALL CONSTRUCT LINED CUTOFF DRAINS IN WORK AREAS SO AS TO LIMIT SLOPE
SEDIMENT CAPTURE AND TO MINIMISE EROSION SUCH THAT EROSION BY ALL FORMS OTHER THAN AFFECT WHETHER TEMPORARY OR PERMANENT AND OF WHATEVER MAGNITUDE, DURATION OR LENGTHS TO A MAXIMUM OF 80M.
SPLASH (RAINDROP IMPACT) EROSION AND SHEET EROSION DOES NOT OCCUR FREQUENCY ON AN ENVIRONMENTAL VALUE AND INCLUDES ENVIRONMENTAL NUISANCE. THEREFORE, NO
D. EFFECTIVELY STABILISE ALL STOCKPILES, BATTERS AND EMBANKMENTS WITHOUT DELAY. WHERE PERSON SHOULD CAUSE ANY INTERFERENCE WITH THE ENVIRONMENT OR AMENITY OF THE AREA BY 16. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT NO RELEASE OR FLOW IS PERMITTED FROM THE
IT IS NOT FEASIBLE TO EFFECTIVELY STABILISE A STOCKPILE, BATTER OR EMBANKMENT, SUCH AS REASON OF THE EMISSION OF NOISE, VIBRATION, SMELL, FUMES, SMOKE, VAPOR, STEAM, SOOT, ASH, SITE, THROUGHOUT THE EARTHWORKS AND CONSTRUCTION PERIOD TO ANY WATER WAYS OR
AREAS BEING ACTIVELY WORKED, ENSURE THAT SEDIMENT CONTROLS ARE INSTALLED AND DUST, WASTE WATER, WASTE PRODUCTS, GRIT, SEDIMENT, OIL OR OTHERWISE, OR CAUSE HAZARDS STORMWATER DRAINLINES LEADING TO A WATERWAY OR AREA OF NATIVE VEGETATION UNLESS THE
SURFACE STORMWATER FLOWS ARE MANAGED SUCH THAT EROSION OF STOCKPILES, BATTERS OR LIKELY IN THE OPINION OF THE ADMINISTERING AUTHORITY TO CAUSE UNDUE DISTURBANCE OR LEVELS OF TOTAL SUSPENDED SOLIDS DOES NOT EXCEED A CONCENTRATION OF 50 MGL.
EMBANKMENTS IS NOT CAUSED BY CONCENTRATED STORMWATER FLOWS. ANNOYANCE TO PERSONS OR AFFECT PROPERTY NOT CONNECTED WITH THE USE.
E. ENSURE CLEAN STORMWATER IS DIVERTED OR MANAGED AROUND OR THROUGH THE SITE 17. ALL SEDIMENT CONTROL DEVICES SHALL BE MONITORED, CLEANED AND/OR REPAIRED WHENEVER THE
WITHOUT INCREASING THE CONCENTRATION OF TOTAL SUSPENDED SOLIDS OR OTHER 4. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO CONTROL EROSION AND DOWNSTREAM ACCUMULATED SEDIMENT REDUCES THE CAPACITY BY 50%.
CONTAMINANTS IN THE FLOW AND WITHOUT CAUSING EROSION (ON SITE OR OFF SITE). IF IT IS NOT SEDIMENTATION DURING ALL STAGES OF CONSTRUCTION INCLUDING THE MAINTENANCE PERIOD.
FEASIBLE TO DIVERT ALL AREAS DISCHARGING CLEAN STORMWATER AROUND OR THROUGH THE 18. ALL PERIMETER BANK/SWALE SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET.
SITE, MANAGE THE CLEAN STORMWATER RUNOFF AS FOR CONTAMINATED STORMWATER RUNOFF, 5. WHERE IT IS REQUIRED TO SLASH EXISTING VEGETATION EITHER PRIOR TO THE COMMENCEMENT OF
AND ENSURE THAT SEDIMENT BASINS ARE SIZED TO ACCOMMODATE THE ADDITIONAL VOLUME OF WORKS, DURING THE CONSTRUCTION WORKS AND / OR DURING THE MAINTENANCE PERIOD, SAID 19. AT ALL TIMES THE CONTRACTOR SHALL MONITOR THE PREVAILING WEATHER CONDITIONS AND PROTECT
RUNOFF (SEE E&SC ADVICE NOTE 2). VEGETATION SHALL BE SLASHED TO A MINIMUM HEIGHT OF 75mm TO ASSIST WITH THE RETENTION OF OR STABILISE ANY DOWNSTREAM CONSTRUCTION AND GULLY INLETS.
F. ENSURE SHEET FLOWS OF STORMWATER ARE MANAGED SUCH THAT SHEET AND RILL EROSION IS SOILS ON SITE ( I.E. ASSIST IN THE PREVENTION OF EROSION ).
PREVENTED OR MINIMISED. 20. CLEARING OF SITE AND STOCK PILE AREAS TO BE AS DIRECTED BY THE SUPERINTENDENT.
G. ENSURE THAT ALL CONCENTRATED STORMWATER FLOWS INCLUDING DRAINAGE LINES, DIVERSION 6. WHERE THE EXISTING VEGETATION WITHIN THE PROPOSED LOTS AND / OR PARKLAND IS DISTURBED AS A
DRAINS, CHANNELS AND BATTER CHUTES ARE MANAGED ONTO, THROUGH, AND AT RELEASE RESULT OF THE CONSTRUCTION WORKS, SAID EARTHWORKS ARE TO BE TOPSOILED AND EFFECTIVELY 21. WHERE PRACTICAL THE CONTRACTOR SHALL DIVERT CLEAN WATER ENTERING THE SITE FROM EXTERNAL
POINTS FROM THE SITE IN ALL RAIN EVENTS UP TO AND INCLUDING THE AVERAGE RECURRENCE STABILISED WITHIN FIVE (5) DAYS, ( EARLIER IF RAIN EXPECTED ) OF FINAL ALLOTMENT EARTHWORKS. AN CATCHMENT(S) AND DIRECTED TO THE STORMWATER SYSTEM. THIS DISCHARGE POINT SHOULD BE ROCK
INTERVAL (ARI) EVENT OF 1 IN 2 YEAR ARI WITHOUT CAUSING WATER CONTAMINATION, SHEET, RILL EFFECTIVELY STABILISED SURFACE IS DEFINED AS ONE THAT DOES NOT HAVE LINED. REGULAR ROCK CHECK DAMS SHOULD BE POSITIONED ALONG THE VEGETATED DRAINAGE LINE
OR GULLY EROSION, SEDIMENTATION, OR DAMAGE TO STRUCTURES OR PROPERTY · VISIBLE EVIDENCE OF SOIL LOSS CAUSED BY SHEET, RILL OR GULLY EROSION LEADING TO THIS DISCHARGE POINT.
H. ENSURE MEASURES HAVE BEEN IMPLEMENTED SUCH THAT THE RUNOFF FROM ALL DISTURBED OR
AREAS FLOWS TO A SEDIMENT BASIN OR BASINS. WHERE IT IS NOT FEASIBLE TO DIVERT RUNOFF · LEAD TO SEDIMENTATION, OR 22. REGULAR INSPECTIONS AND MAINTENANCE OF VEHICLE WASHDOWN AREA, SITE AND STORAGE
FROM DISTURBED AREAS OF THE SITE TO A SEDIMENT BASIN, IMPLEMENT COMPENSATORY · LEAD TO WATER CONTAMINATION. COMPOUND TO BE CARRIED OUT BY CONTRACTOR.
EROSION AND DRAINAGE CONTROLS PRIOR TO RAINFALL TO ENSURE THAT EROSION OF THOSE
AREAS DOES NOT OCCUR, INCLUDING EROSION CAUSED BY EITHER SPLASH (RAINDROP IMPACT), 7. ALL CONSTRUCTION VEHICLES ARE TO ACCESS THE SITE VIA A SINGLE POINT OF ACCESS; THE POINT OF 23. AREAS USED FOR STORAGE OF CHEMICALS USED FOR CONSTRUCTION PURPOSES SHALL HAVE
SHEET, RILL OR GULLY EROSION PROCESSES (SEE E&SC ADVICE NOTE 3). ACCESS, TOGETHER WITH THE MEASURES TO BE IMPLEMENTED, ARE TO BE AGREED WITH COUNCIL'S STORMWATER CONTROL DEVICES ERECTED ADJACENT TO THEM (I.E. EARTH BUND AND SEDIMENT
I. ENSURE EACH SEDIMENT BASIN HAS THE CAPACITY TO TREAT FLOWS TO CURRENT BEST DESIGNATED REPRESENTATIVE ON SITE. THE PRINCIPLE AIM OF THE MEASURE(S) TO BE IMPLEMENTED IS FENCES). UPON COMPLETION OF ROADWORKS WASTE PRODUCTS ARE TO BE DISPOSED OF AS PER LOCAL
PRACTICE STANDARDS (SEE E&SC ADVICE NOTE 4) AND AS A MINIMUM TO CONTAIN ALL THE / ARE TO LIMIT THE TRACKING OF DELETERIOUS MATERIALS ONTO THE SURROUNDING ROAD NETWORK. AUTHORITY GUIDELINES AND TEMPORARY DEVICES ARE TO BE REMOVED AND AREA REHABILITATED.
STORMWATER RUNOFF FROM THE 80TH PERCENTILE 5 DAY RAINFALL DEPTH AND STORE 2 MONTHS
SEDIMENT FROM THE RECEIVING CATCHMENT, AS DETERMINED USING THE REVISED UNIVERSAL
SOIL LOSS EQUATION.
THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN DEMONSTRATING
AN APPROACH TO EROSION & SEDIMENTATION CONTROL FOR THE SITE. IT IS THE
CONTRACTORS RESPONSIBILITY TO PROVIDE AN EROSION & SEDIMENT CONTROL
DESIGN AND A COMPLETED DESIGN CERTIFICATE PRIOR TO COMMENCEMENT OF
WORK. CERTIFICATION MUST BE UNDERTAKEN BY A SUITABLY QUALIFIED,
EXPERIENCED PROFESSIONAL NOT DIRECTLY EMPLOYED BY THE PRINCIPAL.
FILE: 3001-106.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH CONCEPTUAL EROSION AND
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS SEDIMENT CONTROL
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED INTERSECTION MODIFICATION NOTES
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-106 C
Page 8
POSTS AT 2.00m CRS TO
BE STEEL PICKET OR
0.05x0.05m HARDWOOD
0.70 APPROXIMATE
SEDIMENT CONTROL FENCE.
TOP EDGE TO BE SUITABLY
GEOFABRIC WRAPPED
SUPPORTED BETWEEN POSTS.
TO GRATED LID TO ALL
INLET PITS
FALL
0.20x0.20m TRENCH
0.450
INLET GULLY DETAILS
N.T.S.
SEDIMENT FENCE DETAIL
N.T.S
SANDBAG AT SAG GULLIES
TO BE PROVIDED AT ALL SAG GULLIES
CONSTRUCTION N.T.S.
SITE
5.0 CATTLE GRID 3.0m NOM WIDE
MIN m SET 300mm ABOVE GROUND
NOM
100
DY
10. YB
0 RT
MIN m OP
E
NE
L
PR AN
GEOFABRIC FABRIC & CH Y
KE
RB WA
BIDUM U34 OR SIMILAR AD 2.0m min 4.0m min
300
RO
m
3.0 IN EW
RN
RUNOFF TO BE DIRECTED TO A
M ,O FLOW
ING
SEDIMENTATION TRAP. REFER DETAIL IST
EX
NOTE:
THE TOP ELEVATION OF THE AGGREGATE AND THE MESH FILTER
SHALL BE AT LEAST 150mm BELOW THE SURROUNDING GROUND SANDBAG AT GULLIES ON GRADE
LEVEL INCLUDING ANY NECESSARY PERIMETER BERMS. TO BE PROVIDED AT ALL ON GRADE GULLIES
N.T.S.
UNBOUND PAVEMENT MATERIAL (GRAVEL) TO GRADING 'B',
TABLE 9 OF QT SPECIFICATION MRS11.05, EXCLUDE
MATERIAL FINER THAN A.S. SIEVE 2.36mm
TEMPORARY CONSTRUCTION
ENTRY/EXIT SEDIMENT TRAP
NTS
THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN DEMONSTRATING
AN APPROACH TO EROSION & SEDIMENTATION CONTROL FOR THE SITE. IT IS THE
CONTRACTORS RESPONSIBILITY TO PROVIDE AN EROSION & SEDIMENT CONTROL
DESIGN AND A COMPLETED DESIGN CERTIFICATE PRIOR TO COMMENCEMENT OF
WORK. CERTIFICATION MUST BE UNDERTAKEN BY A SUITABLY QUALIFIED,
EXPERIENCED PROFESSIONAL NOT DIRECTLY EMPLOYED BY THE PRINCIPAL.
FILE: 3001-107.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH CONCEPTUAL EROSION AND
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS SEDIMENT CONTROL
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED INTERSECTION MODIFICATION DETAILS
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-107 C
Page 9
LEGEND
EXISTING FEATURES
EXISTING TREE TO BE RETAINED
EXISTING TREE TO BE REMOVED
863
RP845926
D R I V E
862
RP845926
6
RP901384 861
8 RP845926
RP901384
L E X E N
860
RP845926
C O U R T
859
RP845926
5 ROAD 1
RP890947
858
RP845926
E E
S S T R
G R A
857
RP845926
738
N
MCH805762
B E
739
MCH805762
9
SP252905
FILE: 3001-108.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SD SP
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH TREE RETENTION PLAN
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M
E
B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
N
D
M D
APPROVED SCALE 1:500 (A1) SCALE 1:1000 (A3) INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-108 C
Page 10
LEGEND
EXISTING FEATURES
EXISTING CONTOURS (0.10m INTERVALS) DEMOLISH EXISTING AC PAVEMENT
EXISTING ROAD CENTRELINE DEMOLISH EXISTING CONCRETE PAVEMENT
EXISTING KERB AND CHANNEL DEMOLISH EXISTING CONCRETE PATHWAY
EXISTING KERB DEMOLISH EXISTING KERB OR KERB AND CHANNEL
EXISTING CONCRETE CHANNEL OR CONCRETE INVERT
EXISTING SEWERMAIN PROPOSED CUTBACK LINE IN ACCORDANCE WITH IPWEA
STD DRG RS-170
EXISTING SEWER RISING MAIN
EXISTING TELECOMMUNICATION
EXISTING UNDERGROUND ELECTRICAL
EXISTING WATERMAIN
EXISTING STORMWATER
FOR CONTINUATION REFER 3001-110
RETAIN EXISTING BENCH SEAT 8
AND CONCRETE SLAB RP901384
REMOVE EXISTING
RETAIN EXISTING RETAIN EXISTING NO
STREET SIGN
PAY PHONE STANDING SIGN
REMOVE EXISTING NO STANDING
SIGN. REUSE IF POSSIBLE
LIMIT
EXISTING LIGHT POLE, REFER
OF
DEMOLISH EXISTING CONCRETE ELECTRICAL DRAWINGS
WORK
FOOTPATH AND RELOCATE AS
DETAILED ON SHEET 3001-111
R T
S
C O U
G R A S S T R E E
9
SP252905
RELOCATE EXISTING "CHURCH
EXISTING SAND TRACK AND COMMUNITY CENTRE" SIGN
OUT OF FOOTPATH X X
X X X X X X X X
X X X X X X X X
X X X X X X X X X X X X X
X
RETAIN EXISTING
X
STORMWATER
X
X
X
EXISTING STORMWATER TO BE EXISTING ELECTRICAL CUPBOARD TO BE RETAINED
REMOVED AFTER DIVERSION,
X
REFER SHEET 3001-121
X
EXISTING ELECTRICAL AND COMMUNICATIONS
CONDUITS TO BE LOWERED.
X
REFER ELECTRICAL DRAWINGS FOR DETAILS
X
EXISTING GULLY PIT TO BE
X
LIMIT OF WORKS
CONVERTED TO 900x600mm
X
RETAIN EXISTING DEMOLISH EXISTING TRAFFICABLE VEE-GRATE DEMOLISH EXISTING CONCRETE
SPEED SIGN HARDSTAND HARDSTAND ONCE NEW BUS STOP
HAS BEEN COMMISSIONED
EXISTING UNDERGROND ELECTRICAL TO BE
LOCATED AND RELOCATED AS REQUIRED.
SUBJECT TO FUTURE ELECTRICAL APPROVAL
L E X E N D R I V E
B E N
LIM
IT O
FW
ORK
S
FILE: 3001-109.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH EXISTING FEATURES
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS AND DEMOLITION PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 1 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-109 C
Page 11
LEGEND
EXISTING FEATURES
EXISTING CONTOURS (0.10m INTERVALS)
EXISTING ROAD CENTRELINE
EXISTING KERB AND CHANNEL
EXISTING SEWERMAIN
EXISTING SEWER RISING MAIN
EXISTING TELECOMMUNICATION
EXISTING UNDERGROUND ELECTRICAL
EXISTING WATERMAIN
EXISTING STORMWATER
DEMOLISH EXISTING CONCRETE PATHWAY
6 8
RP901384 RP901384
RETAIN EXISTING EXISTING LIGHT POLE, REFER
PAD MOUNT ELECTRICAL DRAWINGS
TRANSFORMER
RETAIN EXISTING MAINTAIN EXISTING EXISTING LIGHT POLE,
DRIVEWAY ACCESS STORMWATER PIT REFER ELECTRICAL
DRAWINGS R T
C O U
E E
S S T R
G R A
EXISTING SAND TRACK EXISTING FOOTPATH
TO BE REMOVED
RETAIN EXISTING
MAINTENANCE ACCESS GATE 9
SP252905
FOR CONTINUATION REFER 3001-109
RETAIN EXISTING NO
STOPPING SIGNS
FILE: 3001-110.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH EXISTING FEATURES
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS AND DEMOLITION PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 2 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-110 C
Page 12
LEGEND PROPOSED WORKS
PRELIMINARY PAVEMENT DESIGNS
EXISTING FEATURES DESIGN CONTOURS
EXISTING ROAD CENTRELINE PROPOSED ROAD CENTRELINE ROAD TRAFFIC SURFACING PRIMER SEAL BASE (mm) SUB BASE (mm) LOWER SUB BASE TOTAL BOX STREET CLASSIFICATION
ESA's (mm) (mm) (CBR 80) (CBR 45) (mm) (CBR 15) (mm)
EXISTING KERB AND CHANNEL PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
STD DRG RS-080 (TYPE 2.1) (TYPE 2.3) (TYPE 2.5)
EXISTING KERB
PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA ROAD 1 2 x 10 5 30 10 110 125 100 365 LOCAL URBAN
EXISTING CONCRETE CHANNEL DRG RS-080
GRASSTREE COURT 2 x 10 5 30 10 110 125 100 365 LOCAL URBAN
EXISTING SEWERMAIN PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
BEN LEXEN DRIVE 5 x 10 5 45 10 125 100 135 405 COLLECTOR URBAN RESIDENTIAL
EXISTING SEWER RISING MAIN DRG RS-080
EXISTING TELECOMMUNICATION PROPOSED CONCRETE INVERT REFER IPWEA STD DRG RS-080
EXISTING UNDERGROUND ELECTRICAL PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170 NOTE:
EXISTING WATERMAIN PROPOSED AC PAVEMENT 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON AN ASSUMED SUBGRADE CBR 5. ACTUAL PAVEMENT DESIGNS WILL BE BASED
EXISTING STORMWATER PROPOSED CONCRETE PAVEMENT ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
PROPOSED CONCRETE FOOTPATH 2. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL
SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
PROPOSED STABLISED AREA
3. BOXING DEPTH SHOWN ON CROSS SECTIONS IS INDICATIVE ONLY. REFER TO PAVEMENT DESIGN TABLE FOR ALL CONSTRUCTION DEPTHS.
PROPOSED STORMWATER DRAINAGE
FOR CONTINUATION REFER 3001-112
8
RP901384
EXTENT OF EXISTING PAVEMENT TO BE RECONSTRUCTED
TO BE CONFIRMED ONSITE WITH COUNCIL
PROPOSED KERB RAMP IN
ACCORDANCE WITH NSC
STD DRG SD:9006E
PROPOSED KERB RAMP IN
ACCORDANCE WITH NSC
STD DRG SD:9006E
LIMIT
OF WO
PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH
RKS
IPWEA STD DRG RS-065
R T
C O U
G R A S S T R E E
9
SP252905
ALL DISTURBED AREAS TO BE
TURFED AS INTERIM MEASURE.
FINAL LANDSCAPE SUBJECT TO
FUTURE LANDSCAPE APPROVAL
PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH
IPWEA STD DRG RS-065
ROAD 1
PROPOSED KERB RAMP IN
ACCORDANCE WITH NSC
STD DRG SD:9006E
RELOCATED J-POLE
LIMIT OF WORKS
PROPOSED 2.0m WIDE CONCRETE
FOOTPATH IN ACCORDANCE WITH
IPWEA STD DRG RS-065
JOIN NEATLY TO EXISTING PATH
L E X E N D R I V E
B E N
PROPOSED WATERMAIN NEW BUS STOP TO BE CONSTRUCTED AND
UPGRADE SUBJECT TO EXISTING TREES IDENTIFIED FOR REMOVAL TYP. OPERATIONAL PRIOR TO CLOSURE OF
LIM
PAVEMENT TO BE REPROFILED UNITY WATER APPROVAL EXISTING BUS STOP IN ACCORDANCE WITH
IT O
TO SUIT NEW KERB AND CHANNEL TRANSLINKS REQUIREMENTS. EXISTING BUS
FW
STOP TO BE OPERATIONAL AT ALL TIMES
ORK
S
FILE: 3001-111.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS, X-18-001942-3002-BASE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH ROADWORKS LAYOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 1 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-111 C
Page 13
ROADWORKS NOTES
LEGEND
EXISTING FEATURES PROPOSED WORKS 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
EXISTING ROAD CENTRELINE DESIGN CONTOURS ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
EXISTING KERB AND CHANNEL PROPOSED CONCRETE FOOTPATH IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES
EXISTING SEWERMAIN PROPOSED TOP OF BANK CONDUCT THEIR OWN INVESTIGATIONS AND VERIFY WITHIN THE SITE AREAS.
THE LOCATION AND LEVEL OF ALL EXISTING 4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
EXISTING SEWER RISING MAIN PROPOSED BOTTOM OF BANK SERVICES PRIOR TO START OF CONSTRUCTION. DETERMINED ON-SITE BY THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE
EXISTING TELECOMMUNICATION PROPOSED STABLISED AREA ADJUSTED BY WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED DRAWINGS HAVE BEEN
EXISTING UNDERGROUND ELECTRICAL ALL SERVICES SHOWN OUTSIDE OF THIS STAGE APPROVED BY COUNCIL / EDQ
ARE INDICATIVE. CONTRACTOR TO CONFIRM 5. ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC/EDQ.
EXISTING WATERMAIN
LOCATIONS PRIOR TO CONSTRUCTION. SPECIFICATIONS.
EXISTING STORMWATER 6. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.
7. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION
TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL
ALLOW ADEQUATE TIME FOR COUNCIL/EDQ APPROVAL OF PAVEMENT DESIGN.
8. LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL UNLESS
SHOWN OTHERWISE.
9. SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
DRG RS-140 FOR DETAILS.
10. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD DRG RS-065
FOR CONSTRUCTION DETAILS
6 8
RP901384 RP901384
PROPOSED KERB RAMP
IN ACCORDANCE WITH
PROPOSED 2.0m WIDE CONCRETE NSC STD DRG SD:9006E
FOOTPATH IN ACCORDANCE WITH
2.224
IPWEA STD DRG RS-065
2.000
MATCH NEATLY TO
EXISTING DRIVEWAY B
1.474
114
R T
C O U
E E
S S T R
G R A
ALL DISTURBED AREAS TO BE
LANDSCAPED. SUBJECT TO FUTURE
REFER LINEMARKING AND SIGNAGE LANDSCAPE APPLICATION
PLAN FOR DETAILS TYP.
C
114
PROPOSED KERB RAMP
IN ACCORDANCE WITH
NSC STD DRG SD:9006E
NORTHERN AND SOUTHERN
VERGES TO BE CLEARED TO
ALLOW INSTALLATION OF NEW
SERVICES AND FOOTPATH 9
SP252905
FOR CONTINUATION REFER 3001-111
MATCH NEATLY TO ROAD RESERVE WIDENING
EXISTING DRIVEWAY
FILE: 3001-112.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH ROADWORKS LAYOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS PLAN
E
N
D
C
D
CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
APPROVED SCALE 1:200 (A1) SCALE 1:400 (A3) INTERSECTION MODIFICATION SHEET 2 of 2
M
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-112 C
The text continues on page 14.