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Approved Plans - OPW26/0095 (As Published)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
EXISTING LEGEND
SUBJECT PROPERTY BOUNDARY
87.00
4.00 MAJOR CONTOUR 0
82.0
MINOR CONTOUR
67
.0
65.00 0
FENCE 69.0
0
GATE 0
89.0 .00
20.000 SURFACE LEVEL 68
00
0
.
84
86.0
TREE
75
.0
0
71.00
.00
PROPOSED LEGEND
70
0
81.0
72.0
0
.00
88
CUT 94.00
74
.0
0
0
FILL
.0
69
74.0
0
50.00 MAJOR CONTOUR 1.0m INTERVAL
65
83.00
.0
SEDIMENT FENCE
0
75
59.0
ROCK CHECK DAM
.00
0
77.00
58.00
76
EARTHWORKS QUANTITIES 0
.0
57.00
61.0
2,627m3
96.0
EARTHWORKS CUT:
62
0
.0
0
1,630m3
0
EARTHWORKS FILL:
100.00
BALANCE: 997m3 78.00
10
1.0
84.00
99.00
91.00
0
0
93
80.00 79.0
NOTES:
91.00
.0
90.00
0
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES BASED OFF 84.00
LIDAR AND DESIGN.
PROPOSED FILL AREA
2. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
98.0
0
85.00
150mm TOPSOIL STRIP AND 150mm BELOW FINISHED SURFACE. 85.0
0
72.00
87
NOTES: .00
97.0
103.00
72.0
1. FOR GENERAL NOTES REFER DRG C-00010. 89
0
.00
0
2. FOR EROSION AND SEDIMENT CONTROL NOTES &
STANDARD DETAILS REFER DRG C-00225.
92.0
71
0
.00
62.00
1 0
92.0
0
86.0
51.00
62
.00 SP241381
0
0
.0
.0
94
95
96.00
90
.00 93.00
.00
86.0
51
0
83
.00
70.00
PROPOSED DWELLING
95.0
98.00
AREA
88
0
.0
0
0
97.0
.00
88.0
2 0
83.00 10
85 103.00
.00
80.00
103.0
.00
0
96.00
78.00
53 93
89.0
0
.00
91.0
77
99.0
81
.
0
82.00
00
0
76.00
.00
0
80.0
79.00
101
100.00
100.00
0
.00
75.0
10
101.00
0
0.
79.0
10
00
4.
00
103.00
102.00
73
.0
99
0
.0
0
101.00
101.00 101
10
.00
2.0
0
100.00
98
84.00
.0
0
69.00
50
0
97
.00
85.0
68.00 0
.0
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Section 2
100.00
67.0 .0
96.0
0
66.0 0 78
0
0
97
.00
99
.0
0
56.0
0
64 .0
91.00
0
.00 90
0
95.0
63
.0
0
0
.00
60.00
.0
94.00
95
88
93.00
0
94
.0
.00
77
92
.00
.00
90
55.00
0
87.00
86.0
83.00
87.0
86.00
92.00 0
90
56.00
.0
0
87
76.00
58.00
. 00
83.00
82
.00
89.0
81.00
57.0
0
88
0
.0
0
88.00
87
.0
84.00
0
86.0
83.00
0
0
85.00
0
.0
83.0
82.00 85 0
59.00 81.00 .00 80 79.0 84.0
77
.00 78
.00
78.00 0
75
79.00
.00
7.00
83.00
7
54
EARTHWORKS PROPOSED
.0
THE EROSION &
0
80.00
0
80.0
.00
0
51
76
76.0
.00
FOR "PROPOSED DRIVEWAY 83
.0 0
SEDIMENT
74.00
75.0
0
DWELLING AREA" CROSSOVER CONTROL PLAN
75.00
DOES NOT FORM DOES NOT FORM DOES NOT FORM
NOOSA COUNCIL
PART OF THIS PART OF THIS PART OF THIS
APPROVED PLAN
74.0
.00
73.00
73
APPROVAL. APPROVAL.
0
APPROVAL.
65.00
OPW26/0095 21 SEPTEMBER 2026 79
.00
APPROVED CLIENT PROJECT DRAWING
DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY EARTHWORKS PLAN N
RPEQ NO: 8480 DESIGN JW
REES MADDREN EROSION & SEDIMENT CONTROL PLAN PROJECT NO. STAGE NO. DRAWING NO. REV NO.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE 0m 12.5 25
10.07.26 CHECK CC 392 SISTER CREEK ROAD W E
B FOR APPROVAL 29.07.26 CC A1 1:500
SIGNED KIN KIN, QLD 260139 1 OPW-1-200 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
This work is copyright and cannot be reproduced
www.infinityce.com.au | ABN 72 677 371 532 | INFINITY CE PTY LTD S
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: JESSWARD(2026-08-12) Last Plotted: 2026-08-12
Document Set ID: 25058285
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-200.DWG
Version: 1, Version Date: 14/08/2026
Section 3
69.0
EXISTING LEGEND
0
0
89.0 .00
SUBJECT PROPERTY BOUNDARY 68
0
.0
0
84
86.0
4.00 MAJOR CONTOUR
75
.0
0
MINOR CONTOUR
0
71.0
. 00
70
0
FENCE
81.0
72.0
0
.00
88
GATE 94.00
74
20.000 SURFACE LEVEL .0
0
0
.0
69
TREE 0
74.0
50.00
65
83.00
.0
0
PROPOSED LEGEND
52.00
75
59.0
.00
0
2 COAT SEAL
77.00
58.00
76
.0
UNBOUND PAVEMENT 0
57.00
53
61.0
54.0
.0
STORMWATER
96.0
62
0
55.0
0
0
.0
0
0
50.00 MAJOR CONTOUR 1.0m INTERVAL
0
100.00
52.0
0 MINOR CONTOUR 0.25m INTERVAL 78.00
10
BUILDING BAD
1.0
84.00
99.00
91.00
0
0
50.00 80.00 79.0
93
91.00
.0
90.00
0
SIS
50.0
84.00
0
TER
.00
98.0
52
0
0
85.00
.0
52
TR52.00 5
72.00
87
EE 2.0
.00
97.0
103.00
0
72.0
52.0
89
CR0
0
.00
0
EE
KR
0 92.0
OA
.0
71
0
50
.00
62.00
D
1 0
92.0
51.00
62
.0 SP241381
0
0
.0
0
.0
94
95
96.00
90
.00 93.00
86.0
49.00
51
0
.0
0
70.00
95.0
98.00
49
88
.00
PROPOSED BUILDING PAD
0
.0
0
97.0
49.00 .00 2 0
49 83.00 10
85 103.00
49.00
.0
0 0 .00
49.0
80.00
103.0
CT 270.469
0
.0
96.00
78.00
53 93
0
.00
91.0
77
99.0
81.0
.0
82.00
0
76.00
0
0
79.00
0
101
100.00
100.00
.00
0
49.0
10
101.00
0.
10
00
4.
00
0
.0 103.00
49 102.00
73
.0
99
EXISTING 375Ø RCP PIPE
0
.0
0
101.00
.00
101.00 101
10
.00
48
Section 4
2.0
357.725
0
100.00
98
84.00
.0
340.00
0
69.00
320.00
375Ø RCP PIPE
50
97
.00
300.00
68.00
.0
100.00
67.0
96.0
0
0
280.00
66.0
0
0
97
DRIVEWAY AND DRIVEWAY
.00
TC 248.605
26
CROSSOVER TO BE IN ACCORDANCE
99
0.
.00
00
56.0
357.725
WITH IPWEA STD DRG RS-056 0
64 .0
91.00
0
.0 90
0
0
95.0
63
.00
0
.00
60.00
.0
94.00
240.0095
88
93.00
C
20T 94
TC 10
.022 .00
0 .48
0.000
STONE PITCH 200Ø TO 8 92
.00
INLET AND OUTLET
.026
PROPOSED OVERLAND
.00
90
SWALE
55.00
0
40
87.00
86.0
.00 87.0
86.00
92.00 0
90
220.00
56.00
.0
CT 218.569
0
87
58.00
.0
0
83.00
82
.00
89.0
81.00
57.0
0
88
0
.0
0
60 88.00
87
.00
.00
84.00
86.0
83.0
0
0
85.00
0
82.0 85 .0 79.0
0
80
TC 0
59.00 81.0 .0 84.0
65 77
.00 78
0 0 78.00 0
.00
75
.43 79.00
.00
3
0
83.00
77.0
54
.0
20
0
80.00
0
0
80.0
.00
.00
TC 19
0
51
76
76.0
.00
80.0
.00
180.0
83
74.00
CT 85.431
100.00
2.883
75.0
120.00
0
0
140.00
CT 16
160.00
TC 156.879
0
EARTHWORKS PROPOSED
3
75.00
.089
FOR "PROPOSED DRIVEWAY
DWELLING AREA" CROSSOVER
74.0
.00
73.00
Section 5
73
0
DOES NOT FORM DOES NOT FORM
65.00
NOOSA COUNCIL 79
.00
APPROVED PLAN
PART OF THIS
65.0
0 PART OF THIS
OPW26/0095 21 SEPTEMBER 2026 APPROVAL. APPROVAL.
APPROVED CLIENT PROJECT DRAWING
DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY DRIVEWAY SITE PLAN N
RPEQ NO: 8480 DESIGN DS
REES MADDREN PROJECT NO. STAGE NO. DRAWING NO. REV NO.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE 0m 12.5 25
10.07.26 CHECK CC 392 SISTER CREEK ROAD W E
B FOR APPROVAL 29.07.26 CC A1 1:500
SIGNED KIN KIN, QLD 260139 1 OPW-1-300 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
This work is copyright and cannot be reproduced
www.infinityce.com.au | ABN 72 677 371 532 | INFINITY CE PTY LTD S
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: JESSWARD(2026-08-12) Last Plotted: 2026-08-12
Document Set ID: 25058285
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-300.DWG
Version: 1, Version Date: 14/08/2026
[OCR of page images]
EXISTING LEGEND
—————————— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR
—— MINOR CONTOUR
— — — —-FENCE
GATE
SURFACE LEVEL
TREE
PROPOSED LEGEND
eee UNBOUND PAVEMENT
a 6 EN STORMWATER
MAJOR CONTOUR 1.0m INTERVAL
—MINOR CONTOUR 0.25m INTERVAL
-------- BUILDING BAD
™
es
He
&
m
°
&Pr
a O
st
mz
zB
3
5
_
(eimai
TINTS.
SSS ESSE
=a
— EXISTING 3750 RCP PIPE
_— PROPOSED OVERLAND
7
SP241381
TC 248.605
: s 5 : Q < EARTHWORKS PROPOSED
4 § FOR "PROPOSED DRIVEWAY
DWELLING AREA" CROSSOVER
DOES NOT FORM DOES NOT FORM
Noon OV ED PLAN PART OF THIS PART OF THIS
OPW26/0095 21 SEPTEMBER 2026 APPROVAL. APPROVAL.
APPROVED DRAWN Ds CLIENT PROJECT DRAWING STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY DRIVEWAY SITE PLAN
C_ [UPDATED QUANTITIES 72.08.26 | CC APPROVED DATE — - Cc INFINI Y REES MADDREN 4392 SISTER CREEK ROAD 90 17S? PROJECT NO. STAGENO. DRAWING NO. | REV NO.
B_|FOR APPROVAL 29.07.26 | oc |e - = KIN KIN, QLD ov 260139 1 opw-1-300 | c
A ORAPPROVAL 10.07.26 | CC Zo St ihe. comau| BN 72677371 32] NFINTY CE PTY LTD
:V] DESCRIPTION DATE APPR] a [SHEET SIZE_At
cE
Document Set ID: 25058285
Version: 1, Version Date: 14/08/2026
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