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Approved Plan - OPW26 0035 (As Published)
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LEGEND
NOOSA COUNCIL \\\ \\\ \\\ \\\
PROPOSED GRAVEL DRIVEWAY
\\\ \\\ \\\ \\\
APPROVED PLAN
OPW26/0035 23 APRIL 2026 78.0 PROPOSED SURFACE CONTOUR (0.25m)
\\\ \\\ \\\ \\\ EXISTING EDGE OF ROAD/ACCESS
68
69
70
71
EXISTING FENCE
72
73
74
75
EXISTING SURFACE GRADE CHANGE
76
77
CABIN SITE (TOP OF HILL)
78
EXISTING VEGETATION
3
.94
79
34410 543
3 35.
S T3 49 EXISTING SURFACE CONTOUR (0.25m)
E
CR
79
\ \ \\
\\
78
77
5
.13
\ \ \\
76
\\
321
75
CT20
74
3
73
\ \ \\
72
\\
79.0
71
70
Y
69
6
DAR
41
68
215 MORAN
5.
\\ \
67
\\
0
30
OUN
GROUP ROAD 29
\
LOT 3 RP207968 TC
TY B
56
\\ \
\\
.5
\
78.0 2
PER
28
CT 0
P RO
\\ \
\\
224 MORAN GROUP
\
ROAD 77
.0 28
\\ \
\\
LOT 1 SP313539
\
.0
76
\\ \
\\
\
75
75.0
\ \7\5
\\\
\\
74
\
\\\
73
\\\
74.
\\\
72 0 260
\\
\\
\
\
EXISTING DN375 RCP CULVERT UNDER 71
\\\
\\ 53
\\
6.0
MORAN GROUP ROAD DOWNSTREAM \\ \
70
\
\ 54
0m
73 \
OF NEW DRIVEWAY ACCESS LOCATION \\
.\0\
69
\\ \ 55 \\
72
\ \
REDUCE
.0
56
RY WIDTH M
68
71.
\\ \\
TO SUIT 6m WIDE PASSING \\
A EXISTIN 57IN 3m
\\ \ \
ND
\
0
\ \\
U G SL58 BAY (TYPICALLY AT
70.
OPE
\
BO (CH97 -
\\ \\
CH130)
0
\
TY
59 100m SPACING) \
69.0
ER
\\
6m WIDE PASSING
24 C 2
NEW DRIVEWAY CROSSOVER
OAD
67
\
P
T
60 \\
61.0
RO
\\\
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Section 2
39
BAY (TYPICALLY AT
60.0
PR >
\
\\\
6262
\\\
TO IPWEAQ RS-056 47 P 60 \ \ \ 61
59.0
61
\\
ROU
68.0
\\\ \\\ .0 \\\ \
100m SPACING)
49 48 \\\ 59 62 \\\
NG
\\\
58.0
\\\
63
50
58
.09
ORA
5 51 \\\ \\\
c:\users\jeremy wagner\onedrive - ideal consulting engineers\cameron landreth's files - projects\253001 - moran group rd, kin kin\design\civil\253001 - opw.dwg
6.00m
6.30
67.0
55 54 53 2 \\\ \\\ \\\
\\\
575.0
M
3.5
2
\\\ \\\
64
\\\ \\\
>
22 T 2
666.06
\ \\
7
565.0
6.04
\\\
C
\\\
0m
\\\
0 18
\\\
\\\
\\\ \\\
6
\ \ \ 48.
55
\\\
6565
55.0
\\\
\\\
0 48 \\\
\\\
100
54
\\\
.0
\\\
CT 1
\\\
TC 93 92
\\
\\\
535.0
54.0
5576
CT 89 .961
49
49.
\\\
66
52.0
550.0
3.50
51
\\\
TC
\\\
120
.21
\\\
\
52
58
\\\
67
3
5.0
0
80
\\\ 5
1
\\\ 6 9
TC 1
\
68
2000
0
11
\\\
m
6 0
84
\\
CT
69
0.0 6 1
.206
140
7
.7
63 2
.573
00
71
TC 186
TC
2
72
64
180
137
CT
TC
8.740
73
60
CT 166
160
4.5
146
.460
6
TC 48.527
22
40
3.7
CT 31.327
20
TC 28.308
CT 8.772
.503
.089
DRIVEWAY FORMATION AND ANY 125mm SUB-BASE TYPE 2.3 CBR45
16
.603
BATTERS TO REMAIN WHOLLY WITHIN
PROPERTY BOUNDARY EXISTING POND 125mm BASE TYPE 2.1 CBR80
PROP
COMPACT BASE AND SUB-BASE
ERTY
6m WIDE PASSING BAY TO 98% STANDARD
188 MORAN GROUP (TYPICALLY AT 100m SPACING).
BOUN
ROAD LOCALISED RETAINING TO 212 MORAN GROUP
LOT 3 SP313539 UPHILL BATTER. ROAD
DARY
LOT 2 SP313539
CUT FILL
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT COMPACT SUB-GRADE TYPE 2.5 (MIN DEPTH TBC
LOCATION OF ALL EXISTING SERVICES IN THE VICINITY TO 98% STANDARD WITH PAVEMENT DESIGN)
OF THE PROPOSED WORKS PRIOR TO THE START OF
ANY CONSTRUCTION. THE COST OF ANY UNBOUND GRAVEL PAVEMENT
RECTIFICATION WORKS DUE TO DAMAGE TO EXISTING PAVEMENT DEPTH TBC FOLLOWING
SERVICES SHALL BE BORNE BY THE CONTRACTOR. RECEIPT OF CBR TESTING OF SUBGRADE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
A 23-02-26 FOR APPROVAL JW CL 224 MORAN GROUP ROAD, KIN KIN
DATUM AHD
DESIGN JW
0 10 20 30 40 50m ................. SUE & CHRIS SWEET SHEET: 2 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN JW
DESIGN CHECK CL
SCALE 1:1000 A3 (RPEQ 19358) DRIVEWAY LAYOUT PLAN R03 A
DRAWING STATUS
This drawing is not to be copied or amended without written permission from e [email protected] p 0435 575 094
Document Set ID: 24685628
24561133 DATE FEB|2026 Ideal Consulting Engineers FOR APPROVAL a PO Box 353 Yandina 4561 ABN 51 675 481 777
Version: 1, Version Date: 16/04/2026
25/02/2026
Section 3
\
\\\
NOOSA COUNCIL
\\\
APPROVED PLAN
>
\\\
OPW26/0035 23 APRIL 2026
\\\
4.00m
\\\
LOCALLY RESHAPE EXISTING PROPERTY ACCESS
\\\
(212 MORAN GROUP ROAD) TO GATE AT MAX 1 IN 4
\\
>
\\\
\
EXISTING TABLE DRAIN
\\\
\\
\\\
\
\\\
49
TC 48.527
\\\
\\
\
\\\
\\\
\\
>
\\\
\
\
\\\
\\
\\\
CT 8.772
\
\\\
\\\
\\
\\\
0m
\\\
49.
\\\
.0
0
R2
46
\
\\
\\
\\
\
\\\
\\\
\
\\
\\ \\\
\
\
\\\
\\\
\\\
\\
\\\
\
1.7
\\\
TW 53.58
8m
\\
BW 53.38
\
\\\
\\\
(H - 0.20m)
\\\
\\
TW 54.28
48.0
\
6.5
43 BW 53.30
\\\
\\\
TC
0
\\\
(H - 0.98m)
m
\\\
JOIN NEATLY TO EXISTING ACCESS
4.5
DRIVEWAY TO 188 MORAN GROUP ROAD
MORAN GROU
2
\\\
\\\
2
53.0
\\\
\\\
53
\\\
\\\
\
\\
\\\
\
\\
0.0
\ \ 0\ 0
\\\
TW 53.60
6.00m
\
\\
\\\
40 BW 52.92
P ROAD
48
\
\\ (H - 0.68m)
\\\
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c:\users\jeremy wagner\onedrive - ideal consulting engineers\cameron landreth's files - projects\253001 - moran group rd, kin kin\design\civil\253001 - opw.dwg
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\\
37
\\\
R5 TW 52.50
\\\
\
.00
\
\\
\\
m BW 53.49
(H - 0.99m)
\
\ \\ \\ \
\\\
\\
6m
2.4
TW 52.42
\
\\
BW 52.22
\\\
\\\
\\\
(H - 0.20m)
\
\\
\\\
\\\
34
\
\\
52.
0
\\\
\\\
52
\\\
\\\
DRIVEWAY TURNOUT DETAIL LAYOUT (CH 0.00 - 12.00) RETAINED PASSING BAY DETAIL LAYOUT (CH 34.00 - 46.00)
SCALE 1:100 @ A3 SCALE 1:100 @ A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
A 23-02-26 FOR APPROVAL JW CL 224 MORAN GROUP ROAD, KIN KIN
DATUM AHD
DESIGN JW
0 1.0 2.0 3.0 4.0 5.0m ................. SUE & CHRIS SWEET SHEET: 3 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN JW
DESIGN CHECK CL
SCALE 1:100 A3 (RPEQ 19358) CROSSOVER AND RETAINING WALL SETOUT DETAILS PLAN R04 A
DRAWING STATUS
This drawing is not to be copied or amended without written permission from e [email protected] p 0435 575 094
Document Set ID: 24685628
24561133 DATE FEB|2026 Ideal Consulting Engineers FOR APPROVAL a PO Box 353 Yandina 4561 ABN 51 675 481 777
Version: 1, Version Date: 16/04/2026
25/02/2026