Council archive · source document
SUPERSEDED Approved Plans - NDN - MCU22 0087 & OPW22 0140 · MCU22/0087
Plans and drawings: the text below has words only, no drawings.
Very large file (27.3 MB): may take a few minutes to open.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
39
25 SEPTEMBER 2023
38
g
l in
wel Council Annotation:
37 d
rd
rb
oa House 3 roof terrace must
he
eat not be roofed
37.53
w
ey
st or
2-
D
A
B
37
36
36
B
ER
23.106
R
IM
129°41'40"
35.69
1,700
A
R
35
O
W
3,600
00 35.43 35
5,5
C C
12 02'4
18
.14 0"
0°
34
1
5 Berrima Row
2-storey brick veneer dwelling
34
39°41'40"
17.092
201°
3.48 5"
33
39'2
E E
2
32.20
33
3.4 10"
'
32
82
Driveway
°5 2
4,600
244
'55" 32
°04
No.35 288 2
129°41'40" 3.48
27.218
31
31.27
31
D
A
B
29.94 30.04
30
B O T T L E B R US H A V E NUE
SITE AREA: 491m2
BOTTLEBRUSH - NOOSA PCA2.21
SITE PLAN PL03
1
0 5 10 1:150 @ A3 11.07.2023 A RCHIT ECT S
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of sections 2 to 17 (of 47)
Section 2
36
NOOSA COUNCIL
23.106
APPROVED PLAN
129°41'40" MCU22/0087 & OPW22/0140
Be
rri
m
25 SEPTEMBER 2023
aR
ow
700
1,000
5,400 7,150 5,400
H3 CP 1
2,400
H2 CP 1 35
12 02'4
18
.14 0"
5,100
0°
1
6,250
Lift 1
2,700
H3 CP 2
Visitor
13
14
15
16
31.60
12
6 1
5
Lift 3
2
Lift 2 34
Red dotted line denotes existing building
4 3
Robe
11
10
9
8
7
6
5
4
3
2
1
3 4
2 5
1
H1 CP 1 2,400 Robe
6
7 32.00
39°41'40"
17.092
14
13
12
Bedroom 2
11
10 Bedroom 3
201°
9
Pool
3.48 5"
8 Bathroom
2,850
39'2
Visitor 2 7
2
6
5
5
4
4
3
3
2
33
2
1
1
Terrace
31.60
TOW 34.00 Paved
Walkway
TOW 33.80 32.40
3.4 '10"
Paved
Walkway
°5 2
82
TOW 34.00
244
32.30 32.20 Existing
House 1 Garden Driveway
32.25
TOW 34.00
31.30
32
31.60 32.95
'55 "
°04
129°41'40" 288 82
3.4
TOW 32.40 27.218 Pedestrian TOW 33.00
Pedestrian
entry to 31.80 1.2m high fence with min. 50%
entry to House 2
House 1 31.00 transparency on top of planter wall
1.0m high fence with min. 50%
transparency on top of planter wall
31
31
30.30
HOUSE 3
Bottlebrush Avenue
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED BASEMENT PLAN PL04
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 3
Master Bi
UU
Entrance
17.092
) | Media Room
HOUSE 1
oom
Bedroom 2
eh 34.60
10|
Red dotted line denotes
existing building
127A"
27.218
4 29°4 140" J
er Bedroom"
)
HOUSE 2
Media Room
XY
—
House 3 Ga
a 34.95
| Kitchen
rN
Entrance
(—
op
nes
~ ‘SS Pedestrian
entry to
\\ House 3
Paved
Walkway
HOUSE 3
BOTTLEBRUSH - NOOSA
PROPOSED GROUND FLOOR PLAN
1:100 @ A3
PCA2.21
PLOS
11.07.2023
\
\ae
\
\
\
\
\%,
35.69 \%
+ \
\%,
\
\
\
\
\
\
\
\
\e
\
‘ \
\
\
Bw
ae
as)
Viv
SON)
we
35"
oh 22
582
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
ARCHITECTS
Section 4
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
eo eee nee nna ene enneeeneeetieneeaeneenneeenneeenneseeneneenaneenite
PATO" t .
Hood below
Brette
Le
Kitchen
Kitchen
N
ee
\
VU
OF
e
ew
we ~$- 28.20
of
I
39°47'40"
------- >
— F] ans Secon Se
monn BB
=== ==> y
Balcony oh
Balcony 8 m2 '
8m?
oe 8)
Red dotted line denotes existing building ay
ss
Xi
an ANON nce cen cen ence cen erence ene nent
i 27.218 '
HOUSE 1 ' HOUSE 2 ' HOUSE 3
\ \ BOTTLEBRUSH - NOOSA PCA2.21
\ PROPOSED FIRST FLOOR PLAN PLO6
1:100 @ A3 11.07.2023 Torna ton
\Y 01 5 70l
Section 5
NOOSA COUNCIL
Council Annotation: APPROVED PLAN
Council Annotation: House 3 roof terrace must MCU22/0087 & OPW22/0140
A privacy screen to be provided not be roofed 25 SEPTEMBER 2023
in these locations in accordance
HOUSE 1 with Condition 21 HOUSE 2 HOUSE 3
23.106
129°41'40"
1.7m high wall to side of terrace
2,500
00
6,3
4,600
Terrace Level Terrace Level
12 02'4
18
11 m2 11 m2
.14 0"
0°
Terrace Level
1
40.30 40.30 8 m2
40.90
10
11
12
13
14
7
8
9
10
11
12
13
14
13
12
11
10
9
8
14
8
9
10
11
9
39°41'40"
17.092
201°
3.48 5"
39'2
2
9,500
3.4 '10"
°52
82
244
'55"
°04
288 8 2
3. 4
129°41'40"
27.218
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SECOND FLOOR PLAN PL07
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 6
NOOSA COUNCIL
Council Annotation:
APPROVED PLAN
House 3 roof terrace must
MCU22/0087 & OPW22/0140
not be roofed
25 SEPTEMBER 2023
23.106
129°41'40"
1,700
2,300
Hood Hood
00
6,0
00
5,5
4,350
12 02'4
3,600
18
.14 0"
0°
1
Roof Slope 2˚ Roof Slope 2˚ Roof Slope 2˚
39°41'40"
17.092
Roof Slope 2˚ Roof Slope 2˚
Roof Slope 2˚
201°
3.48 5"
39'2
2
9,300
Edge of building below
Metal louvres
3.4 '10"
°52
82
244
4,750
'55"
°04
288 8 2
3. 4
129°41'40"
27.218
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED ROOF PLAN PL08
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 7
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
Council Annotation:
House 3 roof terrace must not be
Houses 1 + 2
roofed House 3
Red dotted line denotes existing building
Top of Roof
+ 43.05
Top of Roof
+ 42.45
Second Floor
+ 40.90
Second Floor
+ 40.30
First Floor
+ 38.20
First Floor
+ 37.60
Ground Floor
Ground Floor + 35.00
+ 34.60
Basement
Basement + 32.00
+ 31.60
Site Boundary
No. 35 No. 5
Bottlebrush Avenue Berrima Row
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SOUTH ELEVATION PL09
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 8
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
Council Annotation:
House 3 roof terrace must not be
House 3
roofed
Red dotted line denotes existing building
Top of Roof
+ 42.45
Existing Ridge
+ 42.01
Second Floor
+ 40.90
First Floor
+ 38.20
Ground Floor
+ 35.00
Basement
+ 32.00
Site Boundary
Site Boundary
No. 5 No. 7
Berrima Row Berrima Row
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED EAST ELEVATION PL10
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 9
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
Council Annotation:
House 3 roof terrace must not be
roofed
House 3 Houses 1 + 2
Red dotted line denotes existing building
Top of Roof
+ 43.05
Top of Roof
+ 42.45
Second Floor
+ 40.90
Second Floor
+ 40.30
First Floor
+ 38.20
First Floor
+ 37.60
Ground Floor
+ 35.00 Ground Floor
+ 34.60
No. 5 No. 35
Berrima Row Bottlebrush Avenue
Site Boundary
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED NORTH ELEVATION PL11
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 10
Houses 1 + 2
Top of Roof
+ 42.45
Red dotted line denotes existing building
Second Floor
+ 40.30
First Floor
+ 37.60
2m high paling fence on boundary
Ground Floor
+ 34.60
Stone planter wall on
boundary
Natural ground line
Basement
+ 31.60
Site Boundary
No. 7 No. 5 Stone planter wall on boundary
Berrima Row Berrima Row
Paling fence to 2m height above ground
line on top of stone planter wall
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED WEST ELEVATION PL12
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 11
Houses 1 + 2
1.7m high wall to side of terrace
9,550
Terrace Roof
+ 42.70
2,400
1,700
Terrace Level
Second Floor
+ 40.30
2,700
Lounge Laundry Kitchen
First Floor
+ 37.60 Existing top of retaining wall
36.20
3,000
Bedroom Bathroom WIR Ensuite
Existing level inside boundary
35.20
Ground Floor
+ 34.60
1,000
Natural Ground Line
3,000
Garage
Existing level at boundary
32.44
Existing level at kerb
30.00
Basement
+ 31.60
4,600 1,700
No. 5 No. 7
Bottlebrush Avenue
Berrima Row Berrima Row
Site Boundary
Site Boundary
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SECTION A.A PL13
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 12
House 3
Council Annotation:
House 3 roof terrace must not be
roofed
1.7m high wall to side of terrace
10,250
Top of Roof
0.45 m
+ 43.05
2,150
1,700
Terrace Level
Second Floor
Staircase
+ 40.90
6,000
2,700
Main Bedroom
First Floor
+ 38.20
Existing top of retaining wall
36.20
5,120
3,200
Lounge Laundry Kitchen
Existing level inside boundary
35.20
Ground Floor
+ 35.00
1,000
Stair Landing
Natural Ground Line
3,000
Bedroom Garage
2,450
Existing level at boundary
32.50
Basement Existing level at kerb
+ 32.00 30.10
Basement Garage
+ 31.60
1,700
5,700 No. 5 No. 7
Berrima Row Berrima Row
Bottlebrush Avenue
Site Boundary
Site Boundary
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SECTION B.B PL14
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 13
Council Annotation:
Houses 1 + 2 House 3
House 3 roof terrace not approved
Top of Roof
+ 43.05
Terrace Roof
+ 42.70
2,150
2,400
Terrace Level Terrace Level Terrace Level
Second Floor
+ 40.90
Second Floor
+ 40.30
2,700
2,700
Powder
First Floor
Kitchen Kitchen
+ 38.20
First Floor
+ 37.60
3,200
Kitchen
3,000
Bedroom Bedroom Bathroom
Ensuite Ensuite Ground Floor
Ground Floor + 35.00
+ 34.60
Garage
2,000
No. 35 No. 5
Berrima Row
Bottlebrush Avenue Berrima Row
Site Boundary
Site Boundary
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023 BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SECTION C.C PL15
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 14
Houses 1 + 2 House 1
Terrace Roof
+ 42.70
2,400
Second Floor
+ 40.30
2,700
Lift Powder Store
First Floor First Floor
+ 37.60 + 37.60
3,000
Bathroom Media Room
Ground Floor Ground Floor
+ 34.60 + 34.60
630
2,000
Natural Ground Line
3,000
2,700
1,800
House 2 Entrance Garage
Garage
Basement Basement
+ 31.60 + 31.60
No. 5 No. 7 No. 35 No. 5
Bottlebrush Avenue
Berrima Row Berrima Row Bottlebrush Avenue Berrima Row
Site Boundary
Site Boundary
Site Boundary
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023 BOTTLEBRUSH - NOOSA PCA2.21
0 1
PROPOSED SECTIONS D.D AND E.E PL16
5 10
1:100 @ A3 11.07.2023 A RCHIT ECT S
Section 15
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT
CUT/FILL VOLUMES: SUPPLIED.
N
2. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. IT IS RECOMMENDED THAT THE
(VOLUMES TO FINISHED SURFACE LEVEL) GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE
TOTAL CUT: 612.60m³ AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING
SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
TOTAL FILL: 64.63m³ 5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION
TEMPORARY SHORING AND/OR EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE TAKEN TO ENSURE THERE ARE
BATTERS IN ACCORDANCE WITH BALANCE: 547.98m³ CUT NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
6. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS GRADING DISCHARGE TO A
GEOTECHNICAL CONSULTANTS CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
SPECIFICATIONS 7. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS
TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY
MOBILE PLANT ON THE SITE.
8. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS
OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL
FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS
THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
9. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
10. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
CH28.0 CH27.7 RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B
OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE
0 m
1m 3m
2 8m FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
.5 0 .7 . 13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX
-3 -3. -2 -3 14.
OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
m 7m 4m
15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
m
16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
9 6 6 9m -3
.1
-0
. 0 17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
-2. -2
. 7 . 6 18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
-2 19.
FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
m m 0 m PRACTICAL TO RESTRICT DUST MOVEMENT.
m m 0 5 .2
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
.0
7 3 . 2 .9 1 WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
1 -1
31
. -2
A
-2
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
-2
CH42.8
CH0.0
GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
GEOTECHNICAL ENGINEER. PERMANENT CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
5m 24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
m .7 SPECIALIST SHORING CONTRACTOR.
8m m 9 -1 m
46 4 25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
1.1 . -1
. . 26 CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
- -1 -1
26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
SATISFACTION.
27. EARTHWORKS LEVELS SHOWN ARE FINISHED DESIGN SURFACE LEVELS LOWERED BY NOMINAL 200mm TO ALLOW FOR SLAB AND SURFACE
WORKS. CONTRACTOR TO CONFIRM FINISHED EARTHWORKS LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM FINAL EARTHWORKS SURFACE LEVEL.
6m 28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
m 5 m 7m 3 m . 4 FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
5 6 .4 5 -0
3 1.
29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
.
31
. -1
B
-0 -1
CH42.8
CH0.0
DEPTH LEGEND
-3.8 to -3.6
-3.6 to -3.4
-3.4 to -3.2
-3.2 to -3.0
-3.0 to -2.8
-2.8 to -2.6
-2.6 to -2.4
-2.4 to -2.2
-2.2 to -2.0
CH0.0 -2.0 to -1.8
CH0.0 -1.8 to -1.6
-1.6 to -1.4
-1.4 to -1.2
31
D
31
-1.2 to -1.0
C
-1.0 to -0.8
-0.8 to -0.6
-0.6 to -0.4
-0.4 to -0.2
-0.2 to -0.0
0.0 to 0.2
0.2 to 0.4
0.4 to 0.6
NOOSA COUNCIL
0.6 to 0.8 APPROVED PLAN
0.8 to 1.0 MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
D 15/03/2023 RFI UPDATE BP BP BP BULK EARTHWORKS PLAN MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 15/03/2023 SIZE:
RECORCONSULTING.COM REVISIONS C30 20220051 A1 D
Section 16
PROPERTY
PROPERTY
BDY
BDY
PROPERTY
PROPERTY
VIP RL 34.672 BDY
VIP RL 33.598 BDY
VIP RL 34.712
TEMPORARY BATTERS OR
VIP RL 34.35
VIP RL 34.35
SHORING BY OTHERS
VIP RL 33.254
VIP RL 32.1
VIP RL 32.1
VIP RL 32.8
VIP RL 32.05
VIP RL 32.8
VIP RL 31.58
VIP RL 31.58
VIP RL 31.803
VIP RL 31.83
VIP RL 32.05
VIP RL 32
VIP RL 31.8
VIP RL 30.91
VIP RL 32
VIP RL 31.8
VIP RL 31.4
VIP RL 30.91
HORIZONTAL CURVE DATA
VIP RL 31.4
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m) VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 3.2% 0% 0% 0%
96.9%
2.1% -7.3% VERTICAL GEOMETRY GRADE (%) 3.9%-35.8%
-8.7% 0% 0% 0% 0% 0% 0% 2.1%
VERTICAL GEOMETRY LENGTH (m) 2.35 14.51 6.05 7.08 1.89
0.33
9.99 VERTICAL GEOMETRY LENGTH (m) 1.72 1 4.95 6.23 2.26 13.64 1.57 10.35
0.69 0.14
DATUM RL = 23.600 DATUM RL = 23.100
FINISHED SURFACE LEVEL FINISHED SURFACE LEVEL
33.524
33.598
31.400
31.400
31.400
31.800
31.800
31.800
34.350
34.350
34.672
34.712
34.185
33.981
31.953
31.803
31.830
32.100
32.100
32.050
32.050
30.910
30.910
30.910
31.580
31.580
32.000
32.000
32.000
32.000
32.800
32.800
33.254
33.414
33.473
EXISTING SURFACE LEVEL EXISTING SURFACE LEVEL
33.598
33.631
33.721
33.748
33.748
33.873
33.459
33.549
33.584
34.672
34.712
31.803
31.830
31.824
32.438
32.437
32.471
32.471
32.478
32.487
32.486
32.464
32.464
32.465
32.526
32.551
32.553
33.225
33.254
32.435
CUT / FILL DEPTH CUT / FILL DEPTH
-2.231
-2.321
-2.348
-1.948
-2.073
-1.659
-0.000
-0.338
-0.387
-0.421
-1.561
-1.568
-1.577
-0.906
-0.884
-0.464
-0.465
-0.526
-0.551
-0.425
0.000
0.801
0.766
0.000
0.000
0.000
0.276
0.247
0.000
0.979
CONTROL LINE CHAINAGE CONTROL LINE CHAINAGE
17.405
17.443
23.494
30.576
30.908
32.796
42.787
14.819
14.896
17.155
17.172
30.814
32.456
42.805
2.347
2.897
1.717
2.409
2.477
3.477
3.617
8.571
8.587
30.88
32.45
10
20
30
40
10
20
30
40
0
0
EW SECTION A EW SECTION B
H:1:500 V:1:250 H:1:500 V:1:250 C30
C30
RETAINING WALL UP TO 1.5m HEIGHT AT
PROPERTY BOUNDARY TO STRUCTURAL
ENGINEERS SPECIFICATIONS
VIP RL 34.993
PROPERTY
RL 34.418
PROPERTY
APPROX LOCATION OF UW
PROPERTY
PROPERTY
WATER MAIN. CONTRACTOR
VIPBDY
BDY
TO LOCATE, CONFIRM DEPTH
VIP RL 31.516 BDY
VIP RL 31.4 BDY
AND RELOCATE TO ACHIEVE
MINIMUM COVER IF REQUIRED.
VIP RL 31.4
VIP RL 31.4
VIP RL 32
VIP RL 32
VIP RL 31.8
VIP RL 29.985
VIP RL 30.299
VIP RL 30.028
VIP RL 30.6
VIP RL 31.8
VIP RL 29.979
VIP RL 29.946
VIP RL 30.33
VIP RL 30.028
VIP RL 31.4
VIP RL 29.759
VIP RL 30.194
HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
TEMPORARY BATTERS OR
TEMPORARY BATTERS OR SHORING BY OTHERS
SHORING BY OTHERS
VERTICAL CURVE LENGTH (m) VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) APPROX LOCATION OF UW VERTICAL CURVE RADIUS (m)
WATER MAIN. CONTRACTOR
TO CONFIRM DEPTH AND
VERTICAL GEOMETRY GRADE (%) -1.6%
-65.9%
12.5%
6.7%
2.5% 20.7% 20% 0% 466.7%
60.9%
RELOCATE TO ACHIEVE
MINIMUM COVER IF REQUIRED.
VERTICAL GEOMETRY GRADE (%) -1.3% 7.2%2.5%50% 0% 0% 0% 33.6%
VERTICAL GEOMETRY LENGTH (m) 2.980.33
1.50.58
1.69 2.77 4 11.59 0.651.95 VERTICAL GEOMETRY LENGTH (m) 2.8 2.31 1.2 2.37 4.72 5.6 5.89 1.79
DATUM RL = 22.000 DATUM RL = 22.200
FINISHED SURFACE LEVEL FINISHED SURFACE LEVEL
30.028
29.979
29.759
29.946
29.985
30.028
30.600
30.629
31.400
31.400
31.400
34.418
35.604
30.063
30.028
30.194
30.299
30.330
31.516
32.000
32.000
32.000
31.800
31.800
31.400
Section 17
31.400
31.400
34.993
35.596
EXISTING SURFACE LEVEL EXISTING SURFACE LEVEL
29.970
30.070
30.105
31.282
32.449
32.453
32.770
33.974
34.359
34.418
35.608
30.028
30.194
30.299
30.617
32.398
32.389
32.469
33.218
33.227
33.712
33.713
33.683
34.863
34.993
35.597
CUT / FILL DEPTH CUT / FILL DEPTH
-0.211
-0.123
-0.119
-1.255
-1.849
-1.824
-1.370
-2.574
-2.959
-0.004
-0.000
-0.000
-0.287
-0.881
-0.389
-0.469
-1.218
-1.427
-1.912
-2.313
-2.283
-3.463
-0.000
0.000
0.000
0.000
CONTROL LINE CHAINAGE CONTROL LINE CHAINAGE
13.854
25.448
26.095
28.042
13.516
19.113
19.136
25.028
27.654
2.979
3.312
4.812
5.397
7.089
9.855
2.804
5.141
6.345
8.717
8.771
13.49
25.86
5.11
10
20
10
20
0
0
EW SECTION C
H:1:500 V:1:250 EW SECTION D
C30 H:1:500 V:1:250 C30
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087 & OPW22/0140
25 SEPTEMBER 2023
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
H 1:500, V 1:250 TITLE: STATUS:
D 15/03/23 RFI UPDATE BP BP BP BULK EARTHWORKS MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:500
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY SECTIONS
B 10/10/22 RFI UPDATE BRP MVP BRP 5 10 50m
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 15/03/2023 SIZE:
RECORCONSULTING.COM REVISIONS C31 20220051 A1 D
The text continues on section 18.
Used in these records
SUPERSEDED Approved Plans - NDN - MCU22 0087 & OPW22 0140.pdfRelated documentApplication case desk ↗
About this file
- File size
- 27.3 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.