Council archive · source document
Approved Plans - MCU22/0197, OPW22/0296 & RAL22/0031
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.
REAL PROPERTY DESCRIPTION
Lot: 672 On: RP225123
Lot / Site Area (m²): 810 m²
Local Government: NOOSA SHIRE COUNCIL
STATUTORY INFORMATION: 671
Building Classification: 1a
Storeys: 2 4752 RP225123
Climate Zone: 2
WATER METER
Wind Category: N3
94° 16' 30" 33.671 m 10620
TELSTRA PIT
POOL PUMP
LOCATION
W
3.198 m
N
3229
3964
2196
T
LAWN
2927
RAISED GARDEN PLANTER
F
TIMBER BATTEN FENCE
PRIVATE COURT
183° 42' 30"
6101
WATER METER
LAWN
POOL
NAIL IN KERB
SEWER LINE
25.000 m
7225 9557 RL38.17
www.zestbuildingdesign.com.au
W
PRD
LEVEL 2 - BALCONY (UNROOFED)
LEVEL 2 - BALCONY (UNROOFED)
10.0°
2° 03' 40"
ALUM. BATTEN FENCE
40
FEATURE PALM TREES
.00
TIMBER FRAMED OPEN PERGOLA
DECK
METAL HOOD OVER PERGOLA
0
CP
COUNCIL REQUIRMENTS. REFER TO CIVIL
10.0° 10.0°
SOUTHERN CROSS
PROPOSED DRIVEWAY CROSSOVER TO
SP111802
4032 DRIVEWAY
179° 20' 15"
4625
40
ENG. DRAWINSGS
9926
LOT 672 .00
20.0°
RP225123 0
19.572 m
MAIL
20.0°
20.0°
20.0°
BINS
20.0°
LAWN
METAL HOOD
FEATURE PANDANAS TREE
4832
LEVEL 2 - BALCONY (UNROOFED)
4249
5386
GARDEN
ELECTRICAL PILLAR
42.5
4230
3630
DECK POOL LAWN
3336
00
FIRE HYDRANT
E NAIL IN KERB
270° 28' 45" 34.497 m H RL41.09
Plan 1 2
SITE PLAN 1 : 120
CP
SP194330 SP194330
NOOSA COUNCIL
APPROVED PLAN
MCU22/0197, OPW22/0296 & RAL22/0031
15 JUNE 2023
671
RP225123
Disclaimer: Zest Building Design Pty. Ltd. retains all
WATER METER
common law, statutory law and other rights including
copyright and intellectual property rights in respect of this
TELSTRA PIT
94° 16' 30" 33.671 m document.
W The recipient indemnifies Zest Building Design Pty. Ltd.
3.198 m
against all claims resulting from use of this document for
N CLEAR ENTIRE EXISTING
SITE FOR PROPOSED
F
T any purpose other than its intended use, unauthorized
changes or reuse of the document on other projects without
the permission of Zest Building Design Pty. Ltd.
DEVELOPMENT
183° 42' 30"
Under no circumstance shall transfer of this document be
WATER METER
deemed a sale or constitute a transfer of the license to use
this document.
25.000 m
NAIL IN KERB
DEMOLISH EXISTING
SEWER LINE
RL38.17
Revisions
DRIVEWAY W
A 13/09/2022 COUNCIL DA PLANS ICB
B 31/01/2023 COUNCIL RFI TW
PRD
2° 03' 40"
40
.00
0
CP
SOUTHERN CROSS
SP111802 DEMOLISH
EXISTING DECK
Status
40 RELOCATE DRIVEWAY
LOT 672 .00 CROSSOVER. REFER PERMIT ISSUE
RP225123 0 TO SITE PLAN
179° 20' 15"
Client
DEMOLISH
EXISTING BUILDING IZAROX QLD PTY LTD
19.572 m
Project
Brighton Springs
DEMOLISH
EXISTING DECK 73 SOUTHERNCROSS PRADE
SUNRISE BEACH, QLD 4567
Drawing
ELECTRICAL PILLAR
42.5 SITE PLAN
00
FIRE HYDRANT
Project No Date Author
Plan 270° 28' 45" 34.497 m
E
H
NAIL IN KERB
RL41.09
SITE PLAN - DEMO 1 : 120 22004 31/01/2023 TW
Scale: @ A1 Drawing No. Revision
1 2
CP
SP194330 SP194330 1 : 120 A.002 B
24/04/2023 9:37:47 AM
Document Set ID: 22388184
Version: 1, Version Date: 28/04/2023
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Section 2
4500 - SETBACK 1 2
A.301 A.200 A.301
2
POOL
PUMP
SETBACK
LAWN
1500
ADD IN WINDOW
PRIVATE COURT
SWIMING POOL
OUTDOOR KITCHEN REF PTY
LAWN
WIP PDR
KITCHEN
6000 - SETBACK
CUPBOARD
UP
FFL. 40.430 m U2 FOYER ENTRY
FFL. 40.430 m UNIT 2
DINING 86m2
www.zestbuildingdesign.com.au
FEATURE PALM TREES
OPEN PERGOLA STRUCTURE OVER
LINEN
FFL. 40.430 m FFL. 40.500 m
ROBE
STORE UNDER
BED 4 1 A.200
LIVING GARAGE
UNIT 1 GFA CALCLUATIONS
59m2
2
LAUNDRY
DR
A.300
O/D SHR ENS SHR
WM SITE AREA 810m2
BATH FFL. 40.500 m
A.200 3
STUDY MEDIA / FIRE PLACE
ALLOWABLE SITE COVER 324m2
DRIVEWAY
REF PTY WM DR (40% OVER TWO LEVELS)
KITCHEN LDY PROPOSED SITE COVER 323m2
CRAZY PAVED AREA DINING
LINEN
1 FFL. 41.500 m
A.300
U1 GARAGE GFA
VOID LETTERBOXES + BUILDING SIGNAGE
Plan UNIT 1
FOYER LEVEL 1 GFA PLAN 1 : 150
BINS
LIVING FFL. 40.500 m
FFL. 40.500 m LEVEL 1 59m2
LAWN LEVEL 2 92m2
ENTRY TOTAL 151m2
FEATURE PANDANAS TREE
FFL. 40.430 m
FFL. 40.450 m
FFL. 41.430 m
UNIT 2
SEMI - RAISED SWIMING POOL LAWN LEVEL 1 86m2
LEVEL 2 87m2
SETBACK
TOTAL 173m2
1500
UNIT 2
87m2
TOTAL OVER-ALL GFA 324m2
4
Plan
A.200
LEVEL 1 1 : 100
NOOSA COUNCIL
UNIT 1 APPROVED PLAN
1 MCU22/0197, OPW22/0296 & RAL22/0031
92m2
SETBACK
A.301
15 JUNE 2023
2000
2
A.301
4364
Disclaimer: Zest Building Design Pty. Ltd. retains all
common law, statutory law and other rights including
copyright and intellectual property rights in respect of this
document.
6152
The recipient indemnifies Zest Building Design Pty. Ltd.
9617 against all claims resulting from use of this document for
any purpose other than its intended use, unauthorized
changes or reuse of the document on other projects without
ENS the permission of Zest Building Design Pty. Ltd.
Under no circumstance shall transfer of this document be
FFL. 43.430 m
deemed a sale or constitute a transfer of the license to use
BED 1 Plan this document.
LEVEL 2 GFA PLAN 1 : 150
ROBE
Revisions
BALCONY WIR BED 2 A 13/09/2022 COUNCIL DA PLANS ICB
BALCONY
FFL. 43.430 m B 31/01/2023 COUNCIL RFI TW
4500 - SETBACK C 24/04/2023 UNIT 1 BEDROOM WINDOW ICB
SCREENING
2
LIVING
A.300 FFL. 43.500 m
U2 BED 3
ROBE
6000 - SETBACK
MEDIA LINEN
STEEL LINEN
ENS
ROBE
HOOD AND WIR
SCREENING BED 4 LIVING U1 Status
FFL. 44.500 m
1
SITE COVER
PERMIT ISSUE
A.300
ROBE
BED 1 323m2 Client
SHR IZAROX QLD PTY LTD
VOID
BED 3 BED 2
ROBE
BATH Project
FFL. 43.500 m BALCONY Brighton Springs
4832
10006
73 SOUTHERNCROSS PRADE
SUNRISE BEACH, QLD 4567
5386
Drawing
4230
MASTER FLOOR PLAN
SETBACK
1500
Project No Date Author
22004 31/01/2023 TW
Plan Plan Scale: @ A1 Drawing No. Revision
LEVEL 2 1 : 100 SITE COVER PLAN 1 : 150
As A.100 C
24/04/2023 9:37:53 AM indicated
Document Set ID: 22388184
Version: 1, Version Date: 28/04/2023
Section 3
Timber frame truss roof to Eng. Roof insulation achieve the Min. Colorbond Custom Orb roof
detail and installed to man. spec 'R' rating in accordance with sheeting 'Surfmist'
NCC 2019 Vol. Two
8m HEIGHT LIMIT
9960
°
2 0.0 www.zestbuildingdesign.com.au
Aluminium hood installed to
man. spec.
4109
BOUNDARY
60/600/60 fire separation wall -
cladded with 150mm Weathertex -
STEEL HOOD SURROUND Weathergrove Natural cladding
WITH SCREENING
BOUNDARY
2700
Aluminium hood Raised planter box
installed to man. spec.
3700
1000 TOW. 42.489 m 8500
UNIT 1 - LVL 2
RL 44.500 m
TOW. 42.950 m RL 43.200 m
1800mm High timber pailing
fence along entire boundary
3000
UNIT 1
2700
Timber pergola with decorative fretwork
to detail. Painted Lexicon Half
NGL TOW. 41.650 m
2700
UNIT 1 - LEVEL 1 2325
RL 41.500 m
Garage Level
RL 40.500 m
Concrete block retaining wall to be in Rendered block wall to Eng. Footings and slab construction shall to be in accordance with engineers design Concrete driveway to Eng. design and detail. Timber screening fence to detail Rendered block wall to Eng.
accordance with structural engineers detail - selected paint finish and detail and ncc 3.2. Slab on ground is to be monolithic to be in accordance Driveway to comply with AS2890.1. Provide new detail - selected paint finish
design and detail. Provide with engineers design and detail and as 2870. Termite barriers to comply with crossover in accordance with local authority
waterproofing system to back of wall as 3660.1 and ncc 3.1.3. approved 'kordon' termite barriers are required to regulations. Driveway grades to be in accordance
with ag drain and free draining backfill. perimeter and penetrations of slab to be designed and installed by specialist with AS2890.1. Driveway to be in selected
approved contractor - guarantees are required by the owner from the coloured exposed aggregate concrete blend with,
manufacturer / installer of the termite barriers. Provide moisture barrier (200um) provide slip resistant clear penetrating sealer to
under slab with 200mm laps. securely tape joint entire driveway and applied in accordance with
manufacturers specifications.
1 Section
A.100 Unit 1 - Section A 1 : 75
Concrete block retaining wall to be in Swimming pool to be in accordance with engineers design Timber frame truss roof to Eng. Roof insulation achieve the Min. Timber framed ceiling/bulkheads Colorbond Custom Orb roof NOOSA COUNCIL
accordance with structural engineers and detail. All pool and spa construction to be in accordance detail and installed to man. spec 'R' rating in accordance with with square set plaster board sheeting 'Surfmist'
design and detail. Provide with manufacturers/installers specifications. Pool to have NCC 2019 Vol. Two sheeting.
APPROVED PLAN
waterproofing system to back of wall suitable pumps in accordance with manufacturers/installers MCU22/0197, OPW22/0296 & RAL22/0031
with ag drain and free draining backfill. specifications. Provide pool fence to be in accordance with
NCC 3.9.3, the Building Act 1993, Building Regulation 2006,
15 JUNE 2023
AS 1926 . Pool fence to be min. 1200mm high above
adjoining finished surface level and have 900mm non climbing
zone as specified in pool legislation
Disclaimer: Zest Building Design Pty. Ltd. retains all
common law, statutory law and other rights including
copyright and intellectual property rights in respect of this
document.
The recipient indemnifies Zest Building Design Pty. Ltd.
8m HEIGHT LIMIT against all claims resulting from use of this document for
Colorbond half round gutters & any purpose other than its intended use, unauthorized
Colorbond fascias 'Surfmist' changes or reuse of the document on other projects without
the permission of Zest Building Design Pty. Ltd.
BOUNDARY
BOUNDARY
1 0.0° 10.0 ° Under no circumstance shall transfer of this document be
7414 1m timber balustrade wall with deemed a sale or constitute a transfer of the license to use
selected timber top capping. Painted this document.
UNIT 2 - CEILING
10752 RL 46.050 m Revisions
A 31/01/2023 COUNCIL RFI TW
TOW. 44.550 m
TOW. 44.550 m B 24/04/2023 UNIT 1 BEDROOM WINDOW ICB
2550
SCREENING
2550
Timber pergola with decorative
fretwork to detail. Painted
6339
RL 43.200 m
TOW. 42.142 m 1 0.7 ° Timber screening fence to detail
UNIT 2 - LVL 2
RL 43.500 m
4965 9742
UNIT 2 TOW. 41.750 m
3000
COMPACT FILL
2700
1000
TOW. 40.200 m
Status
Garage Level
RL 40.500 m
NGL PERMIT ISSUE
Client
COMPACT FILL
IZAROX QLD PTY LTD
Cut and fill ratios and grade to Suspended timber floor to Footings and slab construction shall to be in accordance with engineers design Concrete driveway to Eng. design and detail.
Civil ENG. detail ENG. details and detail and ncc 3.2. Slab on ground is to be monolithic to be in accordance Driveway to comply with AS2890.1. Provide new
with engineers design and detail and as 2870. Termite barriers to comply with crossover in accordance with local authority Project
as 3660.1 and ncc 3.1.3. approved 'kordon' termite barriers are required to regulations. Driveway grades to be in accordance
perimeter and penetrations of slab to be designed and installed by specialist with AS2890.1. Driveway to be in selected Brighton Springs
approved contractor - guarantees are required by the owner from the coloured exposed aggregate concrete blend with,
manufacturer / installer of the termite barriers. Provide moisture barrier (200um) provide slip resistant clear penetrating sealer to
under slab with 200mm laps. securely tape joint entire driveway and applied in accordance with 73 SOUTHERNCROSS PRADE
manufacturers specifications. SUNRISE BEACH, QLD 4567
2 Section Drawing
A.100 Section 2 1 : 75
SECTIONS
Project No Date Author
22004 31/01/2023 TW
Scale: @ A1 Drawing No. Revision
1 : 75 A.300 B
24/04/2023 9:38:01 AM
Document Set ID: 22388184
Version: 1, Version Date: 28/04/2023
Section 4
1m timber balustrade wall with Colorbond Custom Orb roof 60/600/60 fire separation wall. Timber frame truss roof to Eng. Timber framed ceiling/bulkheads
selected timber top capping. Painted sheeting 'Surfmist' detail and installed to man. spec with square set plaster board
sheeting.
Colorbond half round gutters & Roof insulation achieve the Min.
Colorbond fascias 'Surfmist' 'R' rating in accordance with
NCC 2019 Vol. Two
Colorbond half round gutters &
Colorbond fascias 'Surfmist'
° 20.0 www.zestbuildingdesign.com.au
2 0.0 °
8m HEIGHT LIMIT
BOUNDARY
BOUNDARY
3638
10.0°
UNIT 2 - CEILING
RL 46.050 m
2700
3976
BED 4 BED 3 Concrete block retaining wall to be in
4240 accordance with structural engineers
Timber post to ENG. spec. painted design and detail. Provide
UNIT 1 - LVL 2 TOW. 44.550 m
waterproofing system to back of wall
RL 44.500 m BALCONY with ag drain and free draining backfill.
UNIT 1 - CEILING
RL 44.200 m
1 0.7 ° UNIT 1 TOW. 42.950 m
UNIT 2 - LVL 2
RL 43.500 m
3077
KITCHEN ALFRESCO
2700
Concrete
UNIT 2
stairs to detail
1000
ALFRESCO BED 4 BATH
UNIT 1 - LEVEL 1
RL 41.500 m
TOW. 40.077 m
TOW. 39.744 m
1200
Garage Level
RL 40.500 m
NGL COMPACT FILL
Cut and fill ratios and grade to
Civil ENG. detail
Concrete block retaining wall to be in Suspended timber floor to Footings and slab construction shall to be in accordance with engineers design Swimming pool to be in accordance with engineers design
accordance with structural engineers ENG. details and detail and ncc 3.2. Slab on ground is to be monolithic to be in accordance and detail. All pool and spa construction to be in accordance
design and detail. Provide waterproofing with engineers design and detail and as 2870. Termite barriers to comply with with manufacturers/installers specifications. Pool to have
system to back of wall with ag drain and as 3660.1 and ncc 3.1.3. approved 'kordon' termite barriers are required to suitable pumps in accordance with manufacturers/installers
free draining backfill. perimeter and penetrations of slab to be designed and installed by specialist specifications. Provide pool fence to be in accordance with
approved contractor - guarantees are required by the owner from the NCC 3.9.3, the Building Act 1993, Building Regulation 2006,
manufacturer / installer of the termite barriers. Provide moisture barrier (200um) AS 1926 . Pool fence to be min. 1200mm high above
under slab with 200mm laps. securely tape joint adjoining finished surface level and have 900mm non climbing
zone as specified in pool legislation
1 Section
A.100 Section 3 1 : 75 NOOSA COUNCIL
APPROVED PLAN
MCU22/0197, OPW22/0296 & RAL22/0031
15 JUNE 2023
1m timber balustrade wall with Colorbond Custom Orb roof 60/600/60 fire separation wall. Timber frame truss roof to Eng. Roof insulation achieve the Min.
selected timber top capping. Painted sheeting 'Surfmist' detail and installed to man. spec 'R' rating in accordance with Disclaimer: Zest Building Design Pty. Ltd. retains all
NCC 2019 Vol. Two common law, statutory law and other rights including
copyright and intellectual property rights in respect of this
Colorbond half round gutters & Timber framed ceiling/bulkheads with document.
Colorbond fascias 'Surfmist' square set plaster board sheeting.
The recipient indemnifies Zest Building Design Pty. Ltd.
against all claims resulting from use of this document for
any purpose other than its intended use, unauthorized
changes or reuse of the document on other projects without
the permission of Zest Building Design Pty. Ltd.
Colorbond half round gutters & Under no circumstance shall transfer of this document be
Colorbond fascias 'Surfmist' deemed a sale or constitute a transfer of the license to use
° this document.
2 0.0
BOUNDARY
20.0
°
Revisions
8m HEIGHT LIMIT
BOUNDARY
A 31/01/2023 COUNCIL RFI TW
5386
UNIT 2 - CEILING
RL 46.050 m
5157
ENS BED 1 BALCONY
3500
TOW. 44.550 m
TOW. 44.550 m BALCONY BED 2 BED 3 1m timber balustrade wall with
2550
selected timber top capping. Painted
3386
UNIT 2 - LVL 2
RL 43.500 m
Timber post to ENG. spec.
painted
5948 COMPACT FILL UNIT 2 UNIT 1 TOW. 41.950 m
Status
4986
3000
2700
Timber post to ENG. GARAGE GARAGE
spec. painted
UNIT 1 - LEVEL 1 PERMIT ISSUE
RL 41.500 m
TOW. 40.430 m Client
4349 1000
Garage Level
RL 40.500 m
IZAROX QLD PTY LTD
TOW. 39.744 m
2182
Project
NGL Cut and fill ratios and grade to
Brighton Springs
Civil ENG. detail
COMPACT FILL
73 SOUTHERNCROSS PRADE
SUNRISE BEACH, QLD 4567
Concrete block retaining wall to be in Suspended timber floor to Footings and slab construction shall to be in accordance with engineers design Concrete block retaining wall to be in Drawing
accordance with structural engineers ENG. details and detail and ncc 3.2. Slab on ground is to be monolithic to be in accordance accordance with structural engineers
design and detail. Provide waterproofing with engineers design and detail and as 2870. Termite barriers to comply with design and detail. Provide SECTIONS
system to back of wall with ag drain and as 3660.1 and ncc 3.1.3. approved 'kordon' termite barriers are required to waterproofing system to back of wall
free draining backfill. perimeter and penetrations of slab to be designed and installed by specialist with ag drain and free draining backfill.
approved contractor - guarantees are required by the owner from the
manufacturer / installer of the termite barriers. Provide moisture barrier (200um) Project No Date Author
under slab with 200mm laps. securely tape joint
2 Section 22004 31/01/2023 TW
A.100 Section 4 1 : 75
Scale: @ A1 Drawing No. Revision
1 : 75 A.301 A
24/04/2023 9:38:02 AM
Document Set ID: 22388184
Version: 1, Version Date: 28/04/2023
Section 5
N
S
SW
CP 671
SP111801 RP225123
SW
W
S
NEW CONNECT TO EXISTING
3
.09
.2
SW
SEWER SERVICES
37
37
8
.7
38
2
2
.5
37.5
38
W
2
1
37.6
.4
37
38
2
.5
.4
9
.6
S
38
SW
37
38
.96
UP
37.92
37
.93
SW
4W
37.83
SWIMMING
.2
FFL 40.45
38
POOL
FFL 40.43
TBM (Nail in Kerb)
SW
RL38.17 AHD
FFL 40.43
38
S
.5
UP 2
W
7 3
UNIT 2 38. .6
8
38
SW
FFL 40.50 38.53 NOOSA COUNCIL
PROPOSED NEW CHANNEL MATCH APPROVED PLAN
NEATLY TO EXISTING LEVELS MCU22/0197, OPW22/0296 & RAL22/0031
15 JUNE 2023
S
GARAGE
W
SW
FFL 40.50
PROPOSED RESIDENTIAL DRIVEWAYTO
BE CONSTRUCTED IN ACCORDANCE
WITH (IPWEA RS-049 & RS-050)
NOTE:
CP
39
SW
SP111802 EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
.3
0
39.20 ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
31
39.
W
BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
S
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
CRAZY REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
PAVED AREA
SW
TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
SOUTHERN CROSS PARADE
39.
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
UNIT 1 UP
39.9
81
GARAGE
39.70
9
FFL 41.50 FFL 40.50
W
S
SW
UP
40
BINS
LEGEND:
.41
40
42.77 FFL 41.48
SW
ADJACENT BOUNDARY
Edge of Bitumen
LAWN
W
FFL 40.43 PROPOSED BOUNDARY
S
EXISTING FENCE
SW
EXISTING BUILDING
42.97 SWIMING POOL
FFL 41.45 FFL 40.25
40.8 EXISTING KERB AND CHANNEL
6
40.
NEW CONNECT TO EXISTING
W
88
40.74 E E EXISTING ELECTRICITY
WATER SERVICES
SW
43.59
S
SW SW EXISTING STORMWATER
W W EXSTING WATER
TBM (Screw in Kerb)
S S EXISTING SEWER
RL41.09 AHD
SW
ELECTRICITY SERVICE
W
41.40
EXISTING STORMWATER MANHOLE
S
EXISTING WATER FIRE HYDRANT
.51
SW
1
41
2 EXISTING WATER METER
SP194330 SP194330 41.53
EXISTING SEWER CHAMBER
.63
W
41
EXISTING TREE
SW
S
PROPOSED CONCRETE
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
DRIVEWAY LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH QLD 4567 NATHAN WAGSTAFF CONSTRUCTION
B 23/02/23 INFORMATION RESPONSE QT JB JB
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220237 A1 B
Document Set ID: 22388183
Version: 1, Version Date: 28/04/2023
Section 6
NOOSA COUNCIL
APPROVED PLAN
MCU22/0197, OPW22/0296 & RAL22/0031
15 JUNE 2023
N
CUT/FILL DEPTH RANGE
LOWER VALUE UPPER VALUE COLOUR
-1.80 TO -2.00 m
-1.60 TO -1.80 m
-1.40 TO -1.60 m
S
SW
-1.20 TO -1.40 m
CP 671
SP111801 RP225123
-1.00 TO -1.20 m
-0.80 TO -1.00 m
D
SW
C -0.60 TO -0.80 m
W
TOW 40.16 021
021
S
BOW 38.90 -0.40 TO -0.60 m
H = 1.29m
TOW 39.78
-0.20 TO -0.40 m
3
BOW 38.44 .09
.2
SW
37
37
H = 1.34m 0 TO -0.20 m
TOW 38.70
BOW 38.40
2
37.5
0 TO 0.20 m
39.4
39.6
H = 0.30m
39.8
W
2
37.6
37
.5 0.20 TO 0.40 m
S
SW
0.40 TO 0.60 m
UP
0.60 TO 0.80 m
37.92
37
.93
0.80 TO 1.00 m
38.6
SW
4W
37.83
SWIMMING
.2
FFL 40.45 1.00 TO 1.20 m
38
POOL
38.8
FFL 40.43 1.20 TO 1.40 m
1.40 TO 1.60 m
SW
39.0
FFL 40.43
S
1.60 TO 1.80 m
39
UP
W
.2
1.80 TO 2.00 m
39.
B 7 3
UNIT 2 38. .6
8
4
38
SW
021
40.0
FFL 40.50 38.53
39.6
40
40.2
S
GARAGE
W
SW
FFL 40.50 EARTHWORKS VOLUMES
TOW 41.41
EARTHWORKS VOLUMES FROM EXISTING
40.4
BOW 40.45
H = 0.96m SURFACE TO DESIGN SURFACE
39
CP
.4
39
SW
SP111802 CUT = 249m³
.3
39
0
39.20
31
.6
TOW 41.47 FILL = 281m³
39
39.
W
S
.8
BOW 41.35 BALANCE = 32m³
40
H = 0.12m CRAZY
.0
PAVED AREA
40
SW
.2
SOUTHERN CROSS PARADE
39.
UNIT 1 UP
39.9
81
GARAGE
39.70 LEGEND:
9
FFL 41.50 FFL 40.50 TOW 40.35
W
S
SW
BOW 40.18
H = 0.17m ADJACENT BOUNDARY
UP
40
A PROPOSED BOUNDARY
BINS
021
.41
40.5 EXISTING CONTOUR MAJOR
40
FFL 41.48
SW
Edge of Bitumen
LAWN EXISTING CONTOUR MINOR
W
FFL 40.43
EXISTING FENCE
S
EXISTING BUILDING
SW
SWIMING POOL EXISTING KERB AND CHANNEL
FFL 41.45 FFL 40.25
40.8
6
E E EXISTING ELECTRICITY
40.
42.5
W
88
40.74
SW SW EXISTING STORMWATER
SW
S
42.5 W W EXSTING WATER
TOW 43.52 TOW 41.45 TOW 42.52 S S EXISTING SEWER
BOW 41.30 BOW 40.25 BOW 40.25
H = 2.22m H = 1.20m H = 2.27m TOW 41.26 ELECTRICITY SERVICE
SW
BOW 40.39
W
41.40
H = 0.87m EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
S
EXISTING WATER METER
.51
SW
1
41
2
SP194330 SP194330 EXISTING SEWER CHAMBER
41.53
.63
W
41
EXISTING TREE
SW
S
40.5 PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED RETAINING WALL
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL IN-GROUND SERVICES
WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER DRAINAGE,
SEWERAGE, WATER, GAS, ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES. SERVICES TO BE CAPPED 1 0 1 2 3 4 5
IN ACCORDANCE WITH RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
BULK EARTHWORKS FOR APPROVAL - NOT FOR
SUNRISE BEACH QLD 4567 CONSTRUCTION
© ABN 89 647 469 707
B 23/02/23 INFORMATION RESPONSE QT JB JB
NATHAN WAGSTAFF LAYOUT PLAN
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220237 A1 B
Document Set ID: 22388183
Version: 1, Version Date: 28/04/2023
The text continues on section 7.
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