Original source · versioned page text
Approved Plans - MCU22-0116, OPW22-0173 RAL22-0014
Very large file: it may take a few minutes
The original of this document is very large (10.8 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn W
Power pole
11°59'20"
letterbox
+28.53
30.165
1,500
DELORME STREET
2,000
2,500
bins
gate clothes drying
+29.30 gate
gate
GU
+29.00
+28.70
+28.00
gate
+28.40
POOL
ENTRY
tv
P
FL
shr
Power pole
+28.58
MASTER
BED 2
timber
carpet
BED 3
carpet
floor
ALFRESCO
RS1 15deg
pavers
RS1 15deg
UNIT 1
LIVING
DOUBLE GARAGE
FALL
ENS.
dw
void
s
DRIVEWAY
s
wc
tiles
E BIKE STORAGE
concrete
RS2
+29.23
robe robe
CROSSOVER
KITCHEN robe
+29.30
linen
+29.40
passage ohc
ct
rf
AWN
BATH
+29.30
DINING
SAFARI STREET
timber
FL
GU
floor
GU
FL
STAIR
void
shr
wc
s
GU
s
FALL
FALL
DP DP
RS2
E BIKE STORAGE
DP
282°00'00"
clothes
RS2
shr
drying
s
wc
STAIR
16.310
s
S
bins
BATH
timber
void
floor
Power pole
DINING
+29.14
GU
+29.30
N1
passage
N
rfrf
ohc
ct
ct
+29.40
GU
gate
KITCHEN
+29.30
DP
DOUBLE GARAGE
ENS.
tiles
robe
RS1BED
RS1
+29.00
s floor
s timber
dw
122
MASTER
22 .
s
RS2
BED 2
6,000
carpet
concrete
carpet
STORAGE
15deg
15deg
6,000
695
°5 5
wc
UNIT 2
LIVING
robe
robe
ALFRESCO
3
'0 0
pavers
FALL
LANDSCAPED
FL
"
+29.
shr
UNIT 1
AREA
25
+30.
ENTRY
RS1 35deg
RS1 35deg
FALL SHARED BALCONY
18
+29.30
tv
tile
RHD
gate
GU
+29.50
6,0
00
+30.20
LANDSCAPED
+29.54
UNIT 2
AREA
DRIVEWAY
5,000
POOL
4,500
5.
65
23
8
7°
01
'0
+30.21
0"
12.120
6.000
letterbox -
192°02'00"
APPROVED PLAN
+30.00
200°17
'40"
CROSSOVER
MCU22/0116, OPW22/0173
& RAL22/0014
NOOSA COUNCIL
Telstra Pit
SITE ADDRESS 22 Delorme St, Noosa Heads, Q
LOT LOT 136 5 JANUARY 2023
+30.50
LOCAL AUTHORITY Noosa Council
SITE AREA 528.47m2
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX PROPOSED SITE PLAN 202229 CVR DA1.04
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 9 (of 23)
Section 2
W
B
Power pole
11°59'20"
letterbox
+28.53
30.165
1,500
2,000
2,500
bins
gate clothes drying
+29.30 gate
gate
+29.00
+28.70
+28.00
gate
+28.40
POOL
ENTRY
tv
P
Power pole
+28.58
ALFRESCO
pavers
LIVING
DOUBLE GARAGE
P
dw
DRIVEWAY
s
tiles
E BIKE STORAGE
concrete
+29.23
CROSSOVER
KITCHEN
+29.30
+29.40
ohc
ct
rf
+29.30
DINING
SAFARI STREET
STAIR
P
P EQUIP
DP
E BIKE STORAGE
282°00'00"
clothes
drying
POOL
STAIR
16.310
S
bins
Power pole
DINING
+29.14
+29.30
N1
DP
N
rfrf
ohc
ct
ct
+29.40
gate
KITCHEN
+29.30
P
A
A
DOUBLE GARAGE
tiles
+29.00
s
s
dw
122
22 .
concrete
6,000 STORAGE
695
°5 5
LIVING
ALFRESCO
'0 0
pavers
LANDSCAPED
"
+29.
UNIT 1
AREA
25
+30.
ENTRY
18
+29.30
tv
-
P
APPROVED PLAN
DP
gate
MCU22/0116, OPW22/0173
+29.50
6,0 & RAL22/0014
00
+30.20
LANDSCAPED
NOOSA COUNCIL
+29.54
UNIT 2
5 JANUARY 2023
AREA
DRIVEWAY
5,000
POOL
4,500
5.
65
23
8
7°
01
'0
+30.21
0"
12.120 RFI MCU22/0116
6.000 ITEM 1: Overall GFA
letterbox
192°02'00" reduced by removing
+30.00
200°17
'40"
CROSSOVER
internal garage fitout and
replaced with open storage
B
Telstra Pit
+30.50
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX GROUND FLOOR PLAN 202229 CVR DA2.01
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 3
W
B
11°59'20"
30.165
1,500
2,000
2,500
DP DP
P
shr
MASTER
BED 2
timber
carpet
BED 3
AWN
carpet
floor
ENS.
void
s
wc
RS2
robe robe robe
linen
passage
AWN
BATH
timber
SCREEN BELOW
GU
floor
STAIR
void
shr
DP
wc
s
s
DP
DP
282°00'00"
DP
shr
s
wc
STAIR
16.310
s
S
BATH
timber
void
floor
AWN
N1
passage
N
GU
DP
A
A
ENS.
robe
122
MASTER
22 .
s
RS2
BED 2
timber
carpet
BED 3
carpet
floor
6,000
695
°5 5
wc
robe
robe
'0 0
"
shr
SHARED BALCONY
tile
planter planter planter
6,0
SCN1
SCN1
00
BAL3
SCN1
BAL3
BAL3
SCN1
BAL3
5,000
4,500
5.
65
23
8
7°
01
'0
0"
12.120
6.000 -
192°02'00" 200°17 APPROVED PLAN
'40"
MCU22/0116, OPW22/0173
& RAL22/0014
B
NOOSA COUNCIL
5 JANUARY 2023
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX LEVEL 01 PLAN 202229 CVR DA2.02
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 4
W
B
11°59'20"
30.165
1,500
2,000
2,500
GU
FL
RS1 15deg
RS1 15deg
FALL UNIT 1
FL
GU
FL
GU
FALL
FALL
DP DP
RS2
282°00'00"
RS2
16.310
S
GU
N1
N
DP
A
A
RS1 15deg
RS1 15deg
122
22 .
6,000
695
°5 5
UNIT 2
'0 0
FALL
FL
"
RS1 35deg
RS1 35deg
FALL
RHD
GU
5,000
4,500
5.
65
23
8
7°
01
'0
0"
12.120
-
6.000
192°02'00" 200°17
APPROVED PLAN
'40"
MCU22/0116, OPW22/0173
& RAL22/0014
B
NOOSA COUNCIL
5 JANUARY 2023
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX ROOF PLAN 202229 CVR DA2.03
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 5
8.0m HEIGHT LIMIT
+37.02
RS1 35deg RS1 15deg +36.70 RS1 15deg
LEGEND
GU
AWN Heka Hood awning or similar
2 ROOF RHD RS2 GU
BAL1 Glass balustrade Internal
+35.40 C1 C1 DP BAL2 Powdercoated aluminium CHS external
DP BAL3 Semi-frameless glass balustrade external
BRK1 Brick Cladding
C1 FC Sheet Cladding Paint White finish
C2 Vertical Cladding
DP DP PERGOLA DP Downpipie
1 LEVEL 1 RS2 RS2
GU Gutter
+32.40 P Post
RS1 Selected Colorbond Roof sheeting
BRK1 RS2 Selected Colorbond Roof sheeting
CL
BRK1
SCR1 Vertical aluminium battens fixed
BAL2 BAL3 SCR2 Vertical aluminium battens fixed
SCN3 Screen/fence - mitre top
0 GROUND
+29.40
N NORTH ELEVATION
- Scale 1:100
8.0m HEIGHT LIMIT
+37.02 FL
RS1 35deg
2 ROOF RHD
GU
+35.40
AWN DP
3,000
C1
BAL3
1 LEVEL 1 BRK1
R1
+32.40
BRK1
3,000
BRK1 SCN2
BRK1
INDICATIVE NATURAL GROUND LINE
0 GROUND
+29.40 -
APPROVED PLAN
E EAST ELEVATION MCU22/0116, OPW22/0173
- Scale 1:100 & RAL22/0014
NOOSA COUNCIL
5 JANUARY 2023
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX NORTH + EAST ELEVATION 202229 CVR DA3.01
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 6
8.0m HEIGHT LIMIT
RS1 15deg RS1 15deg +37.03 RS1 35deg
+36.71
2 ROOF GU
GU RS2 GU
LEGEND
+35.40 C1 DP
AWN AWN Heka Hood awning or similar
BAL1 Glass balustrade Internal
BAL2 Powdercoated aluminium CHS external
3,000
BAL3 Semi-frameless glass balustrade external
SCN1
BRK1 Brick Cladding
OPEN PERGOLA
C1 FC Sheet Cladding Paint White finish
1 LEVEL 1
C2 Vertical Cladding
+32.40 DP Downpipie
BRK1 BRK1 GU Gutter
GATE SCN2 P Post
3,000
RS1 Selected Colorbond Roof sheeting
RS2 Selected Colorbond Roof sheeting
SCN3
BRK1 SCR1 Vertical aluminium battens fixed
0 GROUND
SCR2 Vertical aluminium battens fixed
+29.40 SCN3 Screen/fence - mitre top
INDICATIVE NATURAL GROUND LINE
S SOUTH ELEVATION APPROVED PLAN
-
- Scale 1:100
MCU22/0116, OPW22/0173
& RAL22/0014
NOOSA COUNCIL
5 JANUARY 2023
FL RS1 15deg FL
8.0m HEIGHT LIMIT
+36.70
2 ROOF
+35.40 DP
AWN AWN
3,000
C1 C1 SCN1 C1 C1
PERGOLA
1 LEVEL 1 GU RS2 OPEN PERGOLA
+32.40
P
P
CL GATE; LETTERBOX
3,000
BRK1 BRK1
BAL2 DP
GATE BRK1
0 GROUND DP AC AC
+29.40
LANDSCAPE STRIP ALONG
FENCE SHOWN DASHED FOR CLARITY INDICATIVE NATURAL GROUND LINE
BOUNDARY
W WEST ELEVATION
- Scale 1:100
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX SOUTH + WEST 202229 CVR DA3.02
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP ELEVATION
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 7
RS1 15deg
HEIGHT LIMIT
+36.70 RS1 15deg
+36.31
LEGEND
AWN Heka Hood awning or similar
2 ROOF BAL1 Glass balustrade Internal
+35.40 BAL2 Powdercoated aluminium CHS external
AWN BAL3 Semi-frameless glass balustrade external
BRK1 Brick Cladding
3,000
BED 3 BED 2 ENS. MASTER C1 FC Sheet Cladding Paint White finish
PERGOLA C2 Vertical Cladding
RS2 DP Downpipie
1 LEVEL 1 +32.40 GU
GU Gutter
+32.40 P Post
LETTERBOX/ RS1 Selected Colorbond Roof sheeting
DP
ENTRY RS2 Selected Colorbond Roof sheeting
3,000
DOUBLE GARAGE WC
SCR1 Vertical aluminium battens fixed
KITCHEN LIVING/DINING TERRACE
laundry SCR2 Vertical aluminium battens fixed
SCN3 Screen/fence - mitre top
0 GROUND +29.26 +29.30 +29.40 +29.30 GATE
+29.40
A SECTION A
- Scale 1:100
+37.02
FL +36.70 FL
RS1 15deg RS1 15deg FL
RS1 35deg
GU
RS2
2 ROOF GU
+35.40 DP
TL1
3,000
VOID MASTER BALCONY
BAL3
PLANTER
1 LEVEL 1 +32.40
PERGOLA TILE
+32.40
KITCHEN STAIR STAIR KITCHEN LIVING
3,000
BRK1 -
APPROVED PLAN
0 GROUND +29.30
MCU22/0116, OPW22/0173
+29.40 & RAL22/0014
NOOSA COUNCIL
SECTION B 5 JANUARY 2023
B
- Scale 1:100
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
D 25/08/2022 Development Application to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX SECTIONS 202229 CVR DA3.03
E 15/09/2022 Development Application Architect Registration # 5386 QLD
FORDE PROPERTY GROUP
W O O D
specifications and the copyright
F 29/09/2022 Development Application thereof are the property of Ph: 0416 037 424
G 18/11/2022 Development Application Blackwood and must not be used,
[email protected] 22 Delorme St, Noosa Heads, Q 4567 Scale Date Project Stage Revision
retained or copied without the
H 25/11/2022 Development Application written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 25/11/2022 DA H
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
Section 8
Power pole
B
W
11°59'20"
SEAT
1,500
30.165 BBQ
letterbox
2,000
+29.29
2,500
+28.00
ENTRY
Water Meter
+29.50
gate
up
ALFRESCO
P
tiles
DINING
STORAGE
+28.50
tiles
+29.00
Proposed Lot 1
+29.20
+29.30
A: 50.0 m2
(~278m2)
DOUBLE GARAGE
UNIT 1
3 BED
+29.40
wm/
SAFARI STREET
gate
dr
DRIVEWAY
concrete
LAUNDRY
drain
P
dw
CROSSOVER
s
s
+28.77
KEYDROP
POOL
5.7m
2.4m
LIVING
KITCHEN
x
+29.30
WC
ohc
ct
rf
Common Property
BBQ SEAT
rf
(Dividing Wall) ~9m2
282°00'00"
ohc
ct
wm/
16.310
dr
STORAGE
s
existing tree
LAUNDRY KITCHEN
DINING
N
STORAGE
dw
S
s
P
6,000
tiles
DOUBLE GARAGE
+29.30
A: 44.0 m2
UNIT 2
+29.00
3 BED
A
A
Proposed Lot 2
LANDSCAPED
concrete
ALFRESCO
TRELLIS
+29.30
122
22 .
PLANTER
UNIT 1
AREA
695
°5 5
tiles
(~246m2)
+29.40
'0 0
+29.50
pool fence; glass
"
+29.50
up
LIVING
P
new fence
gate
+29.40
30
ENTRY TRELLIS +29.40
SWP
drain
2,0
LANDSCAPED
00
+29.50
+29.50
+29.55
UNIT 2
AREA
PLANTER 6,0
00
5,000
DRIVEWAY
POOL
+29.70
5.2m
2.3m
4,500
+30.06
x
existing trees
5.
65
23
PLANTER
+29.85
8
7°
01
+30.12
PLANTER
'0
0"
+30.16
+29.85
+30.00
30
192°02'00" +30.00
6.000
+30.00
12.120 letterbox
200°17
'40"
CROSSOVER
B
Telstra Pit
+30.50
DELORME STREET
-
APPROVED PLAN
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
Community Title Subdivision preference to scale. All dimensions
Contact information:
MCU22/0116, OPW22/0173
A 15/02/2022 Concept to be varified and checked on site. PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX GROUND FLOOR PLAN 202229 CVR DA2.01
B 24/03/2022 Development Application These designs, drawings,
Architect Registration # 5386 QLD & RAL22/0014
Drawn
C byDevelopment
9/06/2022 WK Application specifications and the copyright
thereof are the property of
Blackwood and must not be used,
W O O D Ph: 0416 037 424
[email protected]
FORDE PROPERTY GROUP
22 Delorme St, Noosa Heads, Q 4567 Scale Date NOOSA COUNCIL
Project Stage Revision
retained or copied without the
Dated 11/07/2022 written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 9/06/2022 5 JANUARY
DA 2023A
Section 9
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT
SUPPLIED.
2. FOR DETAILED GEOTECHNICAL INFORMATION, IT IS RECOMMENDED THAT A 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
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.
5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION
EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE TAKEN TO ENSURE THERE ARE
135 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
RP160425 CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
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
B 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%.
-0.007m C31 9.
10.
ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
26.48
9m RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
-0.216m 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.
25.00 12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B
0m
7
.9
-0.108m OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
30
OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE
FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
1
.8
30
13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX
8
.9
OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
30
30.83 14. 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
0.111m 30.79
ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
0.125m
16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
20.00 17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
0m
2
0.129m 18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
.6
30
FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
-0.017m 19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
7
.6
137 0.023m RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
30
20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
RP160425 LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
PRACTICAL TO RESTRICT DUST MOVEMENT.
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
A 0.081m
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
5
C31 0.197m 22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
136
.6
30
GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
0
20.00 0m
0m
.5
15.00 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
1
30
0m
.4
20.33
0.110m
30
GEOTECHNICAL ENGINEER. PERMANENT CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
0m
23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
0.014m 24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
15.00
SPECIALIST SHORING CONTRACTOR.
0m
.4 43
25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
30 30.
10.00
CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
7
REET
26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
m
0.184m
A 30.4
5.000
ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
0
SATISFACTION.
.3
1
C31
30
0.126m
m
27. LEVELS AND VOLUMES SHOWN ARE TO FINISHED SURFACE INCLUSIVE OF TOPSOIL LAYER - EARTHWORKS FINISHED LEVEL NOMINALLY 200mm
0.000
BELOW. CONTRACTOR TO CONFIRM EARTHWORKS SURFACE LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
10.00
en
0m THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM FINAL EARTHWORKS SURFACE.
b
0.060m
f Bitum
of Ker
28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
-0.008m FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
ME ST
Edge o
Back
-
0.135m
APPROVED PLAN
9
30.2
4
MCU22/0116, OPW22/0173
.3
30
0.09m
5.000 & RAL22/0014
m
NOOSA COUNCIL
30
0.034m 5 JANUARY 2023
.14
DEPTH LEGEND
1
.2
DELOR
30
-1.0 to -0.8
30.13
-0.8 to -0.6
-0.6 to -0.4 EARTHWORK CUT/FILL VOLUMES:
B 2
.0
30
0.000 -0.4 to -0.2
m
C31 -0.2 to -0.0 TOTAL CUT: 26.57m³
01
27.23
30.
89 0.0 to 0.2 TOTAL FILL: 33.14m³
Back o 29.
f
Edge o Kerb
09
0.2 to 0.4
.
27
f Bitum BALANCE: 6.55m³ FILL
en 28.3
8 29.83
0.4 to 0.6
29.72 0.6 to 0.8
6
6
.2
.5
28
29
8
9
.2
.2
29.24
0.8 to 1.0
30
27
6
29.4
2
.1
29
7
.4
28
SAFAR
I STRE
29.
50
ET
NOTE:
LEVELS SHOWN ARE TO FINISHED SURFACE. CONTRACTOR TO DETERMINE
3
.4
REQUIRED EARTHWORKS LEVEL BASED ON STRUCTURAL SLAB DESIGN AND
30
HYDRAULIC SUB FLOOR DRAINAGE REQUIREMENTS.
6
.8
30
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
1:100 TITLE: STATUS:
BULK EARTHWORKS PLAN ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU 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: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C30 20220130 A1 C
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
The text continues on section 10.