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Attachment 3 - Engineering Report · MCU23/0030
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ENGINEERING REPORT
Proposed Residence
at 50 Noosa Parade, Noosa Heads
for Peter Puljich
C6398/23/ENG-V0
February 2023
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Page 2
P 07 5443 4443
E [email protected]
W walsheng.net.au
A Suite 15, 72 Wises Road, Maroochydore Q 4558
PO BOX 5512, Maroochydore BC Q 4558
JP Walsh Queensland Pty Ltd trading as Walsh Consulting Engineers
ABN 39 611 482 716
DOCUMENT CONTROL
C6398/23/ENG
Version Date Details Prepared Checked Approved
Draft Feb 2023 Issued to Client BWM JW
V0 Feb 2023 Issued to Client BWM JW
Page 3
CONTENTS 1.0 INTRODUCTION .............................................................................................................................4 2.0 SITE DESCRIPTION .........................................................................................................................5 3.0 PROPOSED DEVELOPMENT APPLICATION ....................................................................................5 4.0 ACCESS, PARKING AND MANOEVRING .........................................................................................6 5.0 WASTE MANAGEMENT .................................................................................................................6 6.0 STORMWATER MANAGEMENT ....................................................................................................7 6.1 Legal Point of Discharge ............................................................................................................7 6.2 Flooding .....................................................................................................................................7 6.3 Stormwater Quantity Management .........................................................................................8 6.4 Water Quality Management Plan .............................................................................................8 7.0 SEWERAGE RETICULATION ........................................................................................................ 10 8.0 WATER SUPPLY........................................................................................................................... 10 9.0 ELECTRICITY AND TELECOMMUNICATIONS .............................................................................. 11 10.0 EARTHWORKS ............................................................................................................................ 11 11.0 CONCLUSION.............................................................................................................................. 12 APPENDICES APPENDIX A – Locality Plan APPENDIX B – Survey Plan APPENDIX C – Architectural Drawings APPENDIX D – Engineering Drawings APPENDIX E – Flood Map – Noosa Council
Page 4
1.0 INTRODUCTION
Walsh Consulting Engineers have been commissioned by Innovative Planning Solutions on
behalf of Peter Puljich to prepare an Engineering Report in support of an Operational
Works (OPW) application to the Noosa Shire Council for a proposed Residence located at
50 Noosa Parade, Noosa Heads.
This report addresses the following areas of civil design and construction:
• Access, Parking and Manoeuvring
• Waste Management
• Stormwater Management
• Flooding
• Sewerage Reticulation
• Water Supply
• Electricity and Telecommunications
• Earthworks
This report should be read in conjunction with the associated Town Planning Report and
all other specialist reports as attached to the Application.
This report concludes that there are no major engineering constraints or impediments to
the proposed development, and that all necessary infrastructure is readily available for
the subject site.
4
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2.0 SITE DESCRIPTION
A Site Locality Plan is attached as Appendix A. Detailed Site Survey by DSQ Land Surveyors
is attached as Appendix B.
The subject site consists of a single allotment located at 50 Noosa Parade, Noosa Heads.
The land parcel is legally described as Lot 22 on N21844. The total site area is 612m². The
site has a frontage of 20m to Noosa Parade to the south and backs onto the Noosa River
to the north. An existing residential allotment is located to the west and an existing park
to the east.
The subject site currently contains an existing residential dwelling which is to be
demolished as part of development works. The site slopes gently away from the existing
dwelling toward Noosa River to the north-west and towards Noosa Parade road reserve
to the south-east at grades of 1-4%.
The property is currently zoned Low Density Residential and is located within the Noosa
Council Local Plan Area.
3.0 PROPOSED DEVELOPMENT APPLICATION
Refer to Appendix C for the proposed Architectural Drawings and Development Layout.
The application is for an Operational Works (OPW) for a Development Permit for a single
residence, basement, access driveway, services and stormwater infrastructure. Please
refer to the accompanying Town Planning application for more detailed information
regarding the proposed development.
5
Page 6
4.0 ACCESS, PARKING AND MANOEVRING
Refer to Drawing No. C6398/23/R01 attached as Appendix D for details of the proposed
site access and basement arangement.
Access to the proposed development will be taken from Noosa Parade, adjacent to the
south-eastern site boundary. A 3.6m residential vehicle cross over in accordance with
IPWEA Standard Drawing No. RS-049 and RS-050 will be constructed at the site entrance.
The internal driveway and garage opening has been designed in accordance with
AS/NZS2890.1 – Off-street car parking, to provide safe and suitable access and egress.
The site is provided with six (6) off-street car parks within the basement level. The existing
residential crossover on Noosa Parade will be removed. A concrete footpath and kerb and
channel are to be reinstated to Council’s minimum standards.
5.0 WASTE MANAGEMENT
Sufficient space is available within the road reserve to allow for temporary placement and
collection of wheelie bins. It is proposed that Council Waste Collection Vehicles (WCV) will
service the site from the street frontage.
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6.0 STORMWATER MANAGEMENT
6.1 Legal Point of Discharge
Refer to Engineering Drawing C6398/23/D01 attached within Appendix D for details of
proposed stormwater drainage.
Under existing conditions, site runoff from the north-western portion of the site
discharges directly as sheet flow to the Noosa River. The remaining portion of site
stormwater runoff and roofwater is conveyed from north-west to south-east as sheet and
minor channel flow towards Noosa Parade road reserve. An existing side entry catch pit
and stormwater pipe network downstream of the subject site then conveys stormwater
towards the constructed tidal canal system to the south-east. The site has been provided
with kerb adaptors at the Noosa Parade frontage.
It is proposed to direct developed site stormwater south-east towards Council controlled
road reserve and existing stormwater infrastructure.
6.2 Flooding
A copy of Council’s Flood Map for the subject site is included as Appendix E.
This map has been generated using Council’s Online Mapping Portal and indicates that
the proposed building pads are not subject to inundation by current or future flood
events. Proposed finished floor levels shall be adopted with the minimum required
freeboard to flood events in accordance with The Queensland Urban Drainage Manual
(QUDM) and Noosa Shire Council’s Development Codes.
7
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6.3 Stormwater Quantity Management
The site contains an existing dwelling and hardstand areas. The existing fraction of
impervious area is 50%. Proposed works over the site will result in 70% of the site
becoming impervious in the developed scenario. This figure falls within prescribed ranges
for residential developments outlined in Table 4.5.1 of QUDM.
The increase to impervious areas will result in a minor increase to peak stormwater
discharge leaving the site. It is expected that existing stormwater infrastructure available
to the site has been designed and constructed to QUDM and Council’s minimum
standards and will be sufficiently sized to convey stormwater runoff from the subject site
in a fully developed state.
Note, a proposed rainwater harvesting tank installed as part of the water quality
management scheme will reduce peak discharge to road reserve and will also reduce the
total volume of runoff from the development site.
6.4 Water Quality Management Plan
Refer to the attached Engineering Drawing No. C6398/23/D01 for details of stormwater
quality management for the development site. The total site area is 612m² and the
proposed land use is low density residential.
An assessment has been undertaken to determine if the proposed development is subject
to State Planning Policy (SPP) water quality objectives. Trigger Questions have been
applied to the development to determine if SPP compliance is required. Refer to Table
6.4a for details.
8
Page 9
.
Table 6.4a -State Planning Policy Trigger Questions
SPP Trigger Response
MCU with Land Area >2500m² No
- That results in >25% Imp Area N/A
- That results in ≥6 Lots N/A
REC with Land Area >2500m² and >6 Lots No
OPW with Disturbed Area >2500m² No
The above Table 6.4a demonstrates that compliance with SPP water quality objectives is
not required for the proposed development.
It is proposed to install a rainwater harvesting tank to collect roofwater and driveway
runoff. Groundwater seepage collected within a sump-pump collection system will also
discharge to the proposed rainwater tank. Harvested rainwater is to be used onsite with
connection to be made for non-potable uses and/or outdoor irrigation. A total of 6,000L
of rainwater harvesting is proposed.
Where not precluded by site conditions, it is proposed to direct hardstand areas to
landscaped areas for water quality buffering and gross pollutant removal prior to
discharge at Noosa Parade road reserve.
9
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7.0 SEWERAGE RETICULATION
Refer to Engineering Drawings No. C6398/23/S01-02 included within Appendix D for the
proposed sewer connection point.
An existing 225mm Dia gravity sewer main is located within the property boundary along
the site frontage to Noosa Parade. The existing house is serviced by an existing sewer
house connection branch. It is proposed to retain the existing house connection to service
the new residence.
All internal sewer infrastructure will be designed by a suitably qualified Hydraulic
Consultant as part of a future plumbing application to Noosa Shire Council in conjunction
with future Building Applications.
8.0 WATER SUPPLY
Refer to Engineering Drawing No. C6398/23/S01-02 included within Appendix D for the
proposed water service connection point.
An existing 150mm diameter water main exists within the verge of Noosa Parade to the
south-east of the site. The water service to the existing house will be relocated to connect
to a new water meter located at the south-western corner of the allotment. It is proposed
that Unitywater will supply and install a suitable water meter for the development upon
lodgement and payment of the applicable fee, should the existing water meter be
unsuitable.
All internal water infrastructure will be designed by a suitably qualified Hydraulic
Consultant as part of a future plumbing application to Noosa Shire Council in conjunction
with future Building Applications.
10
Page 11
9.0 ELECTRICITY AND TELECOMMUNICATIONS
Refer to detailed Site Survey by DSQ Land Surveyors, attached as Appendix B.
Underground electrical and telecommunications infrastructure exist within the verge of
Noosa Parade. It is anticipated that the existing infrastructure will be suitable to service
the proposed development. A qualified Electrical consultant will be commissioned to
prepare the Electrical and Telecommunications design during the Building Application
phase.
10.0 EARTHWORKS
Refer to the attached Engineering Drawings C6398/23/E01-02 for details of proposed
earthworks.
Earthworks cut, fill and retaining will be required in order to construct the basement
carpark and access driveway. Minor shaping and grading of existing levels around the
dwelling and at street frontages will be undertaken as part of proposed earthworks.
Proposed retaining walls will be integrated with building slabs/footings and it is therefore
proposed that details of these will be provided by a suitably qualified Structural Engineer.
11
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11.0 CONCLUSION
The proposed design and construction of a residential development at 50 Noosa Parade,
Noosa Heads may be readily serviced by existing infrastructure available within or near
the subject site.
Stormwater quantity management is not required for the site as stormwater discharge is
directed to an existing stormwater drainage network, sized to convey developed site
stormwater. The development site is exempt from pollutant load reduction targets. A
rainwater harvesting tank will be provided in accordance with Noosa Shire Councils
stormwater management code. It is also proposed to direct hardstand areas to
landscaped areas for water quality buffering and gross pollutant removal prior to
discharge at Noosa Parade road reserve.
There are no constraints or impediments to the proposed residence that cannot be
overcome by sound engineering design and best practice construction methods.
12
Page 13
Appendix
A
Locality Plan
______________________________________
[OCR of page images]
Locality Plan
Page 14
N
PROPERTY DESCRIPTION
50 Noosa Parade, Noosa Heads
Lot 22 on N21844
Site Area = 0.061 Hectares
L.G.A. = Noosa Shire Council (N.S.C.)
N.S.C. Reference: TBD
Job : C6398 DRAWING SCHEDULE FEBRUARY 2023
DRG No. DESCRIPTION
C6398/23/L01 LOCALITY PLAN AND SCHEDULE OF DRAWINGS
C6398/23/E01 EARTHWORKS LAYOUT PLAN
C6398/23/E02 EARTHWORKS SECTIONS PLAN
C6398/23/ESC01 EROSION AND SEDIMENT CONTROL LAYOUT PLAN
C6398/23/ESC02 EROSION AND SEDIMENT CONTROL MISCELLANEOUS DETAILS PLAN
C6398/23/R01 ROADWORKS AND BASEMENT LAYOUT PLAN
C6398/23/R02 DRIVEWAY SETOUT, JOINTING AND DETAILS PLAN
C6398/23/D01 STORMWATER DRAINAGE LAYOUT PLAN
C6398/23/S01 SEWER AND WATER LAYOUT PLAN
C6398/23/S02 SEWER AND WATER NOTES
LOCALITY PLAN
0 0.1 0.2 0.3 0.4 0.5m
SCALE 1:5 A1, 1:10 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE LOCALITY PLAN AND
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS SCHEDULE OF DRAWINGS CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/L01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-L01.dwg - DATE : 14/2/23 - 9:00am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 1
Page 15
Appendix
B
Survey Plan
_____________________________________
[OCR of page images]
Survey Plan
Page 16
JARED POOLE
DESIGN
Detail & Contour Survey
Lot 22 N21844
50 Noosa Parade, Noosa
Heads
SUNSH
N
IC
EOAST
PO Box 1073, Buddina QLD 4575 Ph: (07) 5437 8555
[email protected] ABN: 91 615 043 251
www.dsqsurvey.com ACN: 615 043 251
WESTERN
DOWNS
A3 1:200
14413-DTM-01B
Page 17
Appendix
C
Architectural Drawings
______________________________________
[OCR of page images]
Architectural Drawings
Page 18
3.01 Architectural Drawings
Site Plan
4500mm SETBACK
3000mm SETBACK
6000mm SETBACK
GROUND FLOOR BUILDING OUTLINE,
SHOWN DASHED
W
TELSTRA
PROPERTY DESCRIPTION
147°05'30"
50 NOOSA PARADE, NOOSA HEADS, QLD 30.50
TO GF WALL
LOT 22 ON N21844 (611m2)
1,652
PARISH OF -
TO EAVE
2,245
1500mm SETBACK
NOOSA SHIRE
SITE AREA - 611m2
W
2000mm SETBACK
SITE COVER - 52.69%
FALL FALL
17.5° 17.5°
FALL
T
17.5° FALL
FALL 17.5°
E
17.5°
FALL
17.5°
W
FALL
17.5° FALL
17.5°
4,050
FALL TO EAVE
T
17.5°
E
5,750
TO GF WALL
W
FALL FALL
17.5° 17.5° ELEC.
PROPOSED NEW
237°13'40"
T
20.117
FALL
17.5° RESIDENCE FALL
17.5°
N21844
W
EXISTING JETTY
E
FALL
17.5°
T
FALL FALL
17.5° 17.5°
W
E
LIFT CORE
BELOW
FALL FALL
17.5° 17.5°
5,720
T
EXISTING VXO TO BE REMOVED,
E
SHOWN DASHED
W
2000mm SETBACK
1500mm SETBACK
T
TO GF WALL
SEWER MAN-HOLE
E
1,553
RL+ 2.43
IL- 0.87
30.50
327°22'
ELEC.
RL 9.02
T
E
W
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
NO PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS 1m 5m 10m
RT DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
H OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.1 Site Plan
Page 19
3.02 Architectural Drawings
Basement Floor Plan 2
3.7
4500mm SETBACK
3000mm SETBACK
6000mm SETBACK
TO WALL
1,513
1500mm SETBACK
5,400 6,200
RAMP UP TO
STREET
A SELECTED REMOTE CONTROLLED GARAGE
01 DOOR, SELECTED FINISH
3.10
02
GARAGE
CONCRETE
05
03
EXTENT OF BUILDING ABOVE,
SHOWN DASHED
3 1
3.8 3.6
04 06
UP
LIFT
FOYER
GARAGE STORAGE TIMBER HOUSE STORAGE
CONCRETE CONCRETE
5,100
STORE TO WALL
PWD
TILE
WC
V BAGS / SHOES
1500mm SETBACK
TO WALL
TO WALL
1,519
1,566
LIFT INSTALLED TO MANUFACTURERS
SPECS.
4
3.9 200 SERIES CONCRETE BLOCK WALL,
REFER STRUCTURAL ENGINEER DETAILS
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
NO PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS 1m 5m 10m
RT DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
H OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.2 Basement Floor Plan
Page 20
3.03 Architectural Drawings
Ground Floor Plan 2
3.7
4500mm SETBACK
3000mm SETBACK
6000mm SETBACK
TO WALL
1,639
1500mm SETBACK
DAY BED
TV / FIRE PLACE
TV / FIRE PLACE
WINDOW SEAT
RAMP UP FROM
SELECTED EXTERIOR TILE
BASEMENT
A
3.10
LIVING LOUNGE / PLAY ROOM
POOL TIMBER TIMBER
TILE
V
PWD
WC TILE STUDY
TIMBER
WINE DISPLAY
REINFORCED CONCRETE POOL SHELL,
TO STRUCTURAL ENGINEER DETAIL
EXTENT OF PELMIT ABOVE,
DINING SHOWN DASHED ENTRY PORCH UP GATE
TIMBER TIMBER TILE
3 1
3.8 UP 3.6
5,005
EXISTING JETTY TO COLUMN
GATE
UP
GUEST BEDROOM
CARPET
LIFT EXTENT OF BUILDING ABOVE,
SHOWN DASHED
OUTDOOR
ENTERTAINING
TILE 5,150
TO WALL
S S CHUTE SH
W.I.R 5
KITCHEN BUTLERS PTY. LAUNDRY V ENS 5 CARPET
TIMBER TILE TILE
TILE
BBQ
S WC ROBE
1500mm SETBACK
TO WALL
1,514
TO WALL
UP UP
1,566
DRYING COURT
ALUMINIUM WINDOWS & DOORS, LIFT INSTALLED TO MANUFACTURERS
TO MANUFACTURERS SPECS. SPECS.
4
3.9 200 SERIES CONCRETE BLOCK WALL,
REFER STRUCTURAL ENGINEER DETAILS
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
NO PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS 1m 5m 10m
RT DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
H OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.3 Ground Floor Plan
Page 21
3.04 Architectural Drawings
First Floor Plan 2
3.7
4500mm SETBACK
3000mm SETBACK
6000mm SETBACK
TO WALL
TO WALL
EXTENT OF DAYBED PAVILION ROOF
2,149
2,124
1500mm SETBACK
2000mm SETBACK
V WC
SH
ENS 2 SH
A TILE
3.10 WC
BEDROOM 2
BEDROOM 3 W.I.R 2 ENS 3 CARPET
CARPET 4,490
TILE
BALCONY CARPET
V
TO COLUMN
TILE ROBE
EXTENT OF POOL BELOW,
SHOWN DASHED
EXTENT OF ROOF ABOVE,
LINEN W.I.R 3 SHOWN DASHED
CARPET
ROBE DESK
ALUMINIUM WINDOWS & DOORS,
TO MANUFACTURERS SPECS.
VOID VOID BALCONY
3 TILE 1
3.8 UP 3.6
VOID
BALCONY BEDROOM 4
CARPET
TILE
MASTER BEDROOM WC LIFT
CARPET ROBE V
ENSUITE CHUTE
DRESSING ROBE
CARPET TILE
ROBE V
SH ENSUITE 4 W.I.R 4 EXTENT OF BUILDING BELOW
SH CARPET
TILE
BATH
WC V ROBE
2000mm SETBACK
1500mm SETBACK
TO COLUMN
TO WALL
2,064
1,953
LIFT INSTALLED TO MANUFACTURERS
SPECS.
4
3.9 TIMBER FRAME CONSTRUCTION, SELECTED
TIMBER CLADDING, PAINT FINISH
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
NO PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS 1m 5m 10m
RT DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
H OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.4 First Floor Plan
Page 22
3.05 Architectural Drawings
Roof Plan 2
3.7
4500mm SETBACK
3000mm SETBACK
6000mm SETBACK
TO ROOF
TO ROOF
1,659
1,622
1500mm SETBACK
2000mm SETBACK
FALL FALL
EXTENT OF BUILDING BELOW,
17.5° 17.5°
SHOWN DASHED
FALL
17.5° FALL
A FALL 17.5°
3.10 17.5°
FALL
17.5°
FALL
EXTENT OF DAY BED PAVILION BELOW, 17.5° FALL
SHOWN DASHED 17.5°
FALL
17.5°
FALL FALL
17.5° 17.5°
FALL FALL
3 17.5° 17.5° SELECTED FASCIA / GUTTER SYSTEM
1
3.8 3.6
FALL
17.5°
4,050
TO ROOF
FALL FALL
17.5° 17.5°
LIFT CORE
BELOW
FALL FALL
17.5° 17.5°
SELECTED DOUBLE LOCK ROOF SYSTEM
2000mm SETBACK
1500mm SETBACK
TO ROOF
TO ROOF
1,512
1,565
LIFT CORE BELOW, SHOWN DASHED
4
3.9
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
NO PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS 1m 5m 10m
RT DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
H OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.5 Roof Plan
Page 23
3.06 Architectural Drawings
Elevation 1
RL 11.636
SELECTED DOUBLE LOCK ROOF SYSTEM
2,216
SELECTED FASCIA / GUTTER SYSTEM
RL 9.420
SELECTED TIMBER CLADDING, PAINT FINISH
3,020
SELECTED POWDER COATED ALUMINIUM,
BALUSTRADE PROFILE
TIMBER FRAME CONSTRUCTION, SELECTED
FEATURE CLADDING, PAINT FINISH
RL 6.400
200 SERIES BLOCK WORK CONSTRUCTION,
TEXTURED RENDER, PAINT FINISH
ALUMINIUM FRAMED WINDOWS & DOORS, FITTED
3,400
TO MANUFACTURERS SPECIFICATIONS.
200 SERIES CONCRETE BLOCK WALL, SELECTED
STONE CLADDING FINISH
RL 3.000
3,000
RL 0.000
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.6 Elevation 1
Page 24
3.07 Architectural Drawings
Elevation 2
RL 11.636
SELECTED DOUBLE LOCK ROOF SYSTEM
2,216
SELECTED FASCIA / GUTTER SYSTEM
RL 9.420
SELECTED POWDER COATED ALUMINIUM,
3,020
SELECTED TIMBER CLADDING, PAINT FINISH
BALUSTRADE PROFILE
SELECTED POWDER COATED ALUMINIUM,
TIMBER FRAME CONSTRUCTION, SELECTED
BALUSTRADE PROFILE
RL 6.400 FEATURE CLADDING, PAINT FINISH
200 SERIES BLOCK WORK CONSTRUCTION,
TEXTURED RENDER, PAINT FINISH
ALUMINIUM FRAMED WINDOWS & DOORS, FITTED
3,400
TO MANUFACTURERS SPECIFICATIONS.
RL 3.000
3,000
RL 0.000
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.7 Elevation 2
Page 25
3.08 Architectural Drawings
Elevation 3
RL 11.636
SELECTED DOUBLE LOCK ROOF SYSTEM
2,216
SELECTED FASCIA / GUTTER SYSTEM
RL 9.420
TIMBER FRAME CONSTRUCTION, SELECTED
FEATURE CLADDING, PAINT FINISH SELECTED TIMBER CLADDING, PAINT FINISH
3,020
SELECTED POWDER COATED ALUMINIUM,
BALUSTRADE PROFILE
RL 6.400
SELECTED FRAMELESS GLASS POOL FENCE,
IN ACCORDANCE WITH AS1926
ALUMINIUM FRAMED WINDOWS & DOORS, FITTED
3,400
TO MANUFACTURERS SPECIFICATIONS.
200 SERIES BLOCK WORK CONSTRUCTION,
TEXTURED RENDER, PAINT FINISH
RL 3.000
APPROX. WATER LINE
3,000
RL 0.000
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.8 Elevation 3
Page 26
3.09 Architectural Drawings
Elevation 4
RL 11.636
SELECTED DOUBLE LOCK ROOF SYSTEM
2,216
SELECTED FASCIA / GUTTER SYSTEM
RL 9.420
3,020
SELECTED TIMBER CLADDING, PAINT FINISH
SELECTED POWDER COATED ALUMINIUM,
SELECTED POWDER COATED ALUMINIUM,
BALUSTRADE PROFILE
BALUSTRADE PROFILE
RL 6.400
200 SERIES BLOCK WORK CONSTRUCTION,
TEXTURED RENDER, PAINT FINISH
ALUMINIUM FRAMED WINDOWS & DOORS, FITTED
3,400
TO MANUFACTURERS SPECIFICATIONS.
RL 3.000
3,000
RL 0.000
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.9 Elevation 4
Page 27
3.10 Architectural Drawings
Section A
RL 11.636
2,216
8000mm HEIGHT PLANE
RL 9.420
BOUNDARY
BEDROOM 2 ENS 2 ENS 3 BEDROOM 2
3,250
3,020
3,020
CARPET TILE TILE CARPET
8,000
RL 6.400
300
3,400
LIVING
2,850
3,100
FAMILY
TIMBER TIMBER
RL 3.000
EXIST. GROUND & Q100 2.400
300
POOL
600
TILE
756
NCE
CLEARA 9
APPROX. WATERLINE
3,000
2,33
2,300
GARAGE
2,700
CONCRETE
EXISTING SEWER LINE,
RL+1.56
RL 0.000
1,500 1,500 835 1,500 1,500 6,885 3,000
1:8 1 : 40 1 : 20 1 : 20 1:6 1:4 1:8
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.10 Section A
Page 28
3.11 Architectural Drawings
Development Analysis
255.86m2 221.71m2
Gross Floor Area Calculation: Gross Floor Area Calculation:
Ground Floor GFA 255.86m2
First Floor GFA 221.71m2 Gross Floor Area (GFA)means the total floor area of all storeys of a building, measured from the outside of
the external walls and the centre of any common walls of a building, other than areas used for
2
Total Gross Floor Area 477.57m
a) building services, plant or equipment; or
b) access between levels ie, stairs / lift shafts; or
c) a ground floor public lobby; or
Site Cover Calculation: d) a mall; or
e) parking, loading or manoeuvring of vehicles; or
Site Area 611m2 f) unenclosed private balconies, whether roofed or not
Site Coverage 321.96m2
*Definition taken from updated Noosa Plan 2020 dated 25 September 2020
Total Site Cover 52.69%
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.11 Development Analysis
Page 29
3.12 Architectural Drawings
Conceptual Building Height Summary
EXTENT OF ROOF PROTRUDING THROUGH
8m HEIGHT PLANE
8m HEIGHT PLANE SHOWN HATCHED 'RED'
EXTENT OF ROOF PROTRUDING THROUGH HEIGHT PLANE
NOT VISIBLE FROM STREET
Street Perspective 01 Street Perspective 02
View from Noosa Parade View From Noosa Parade
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.12 Conceptual Building Height Summary
Page 30
3.13 Architectural Drawings
Perspective
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.13 Perspective
Page 31
3.14 Architectural Drawings
Perspective
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.14 Perspective
Page 32
3.15 Site Analysis
Colours & Materials
4
6
5
2
3
1
7
1 2 3 4 5 6 7
WALLS WALLS WALLS ROOF WINDOW FRAMES + BALUSTRADES GLASS WALL
TEXTURED RENDER WEATHERBOARD CLADDING FEATURE CLADDING STANDING SEAM ROOF SHEETING ALUMINIUM SINGLE GLAZING STONE
RESENE PAINT RESENE PAINT RESENE PAINT EURAMAX POWDER COATED CLEAR NATURAL STONE
DOUBLE MERINO DOUBLE ALABASTER DOUBLE ALABASTER ZINC DOUBLE ALABASTER
GREY
JAREDPOOLEDESIGN Proposed New Residence
PROJECT THE WORKS DESCRIBED ON THIS AND ACCOMPANYING DRAWINGS ASSOCIATED WITH THIS
PROJECT PRODUCED BY JARED POOLE DESIGN ARE COVERED BY COPYRIGHT. THE WORKS
DESCRIBED ARE APPLICABLE TO THE PROJECT SITE ONLY AND MUST NOT BE USED FOR ANY
OTHER PURPOSE. WORKS CANNOT BE COPIED OR REPRODUCED BY ANY MEANS WITHOUT
LEVEL 1 33 ELKHORN AVENUE TEL 07 5527 5300 50 Noosa Parade, Noosa Heads, QLD. WRITTEN PERMISSION OF JARED POOLE DESIGN.
SURFERS PARADISE, QLD. 4217 AUSTRALIA EMAIL [email protected] B 08-02-23 AMENDED DA SET ISSUED
A 01-12-22 PRELIM. DA SET ISSUED
PO BOX 42. ISLE OF CAPRI, QLD. 4217 WEB WWW.JPD.COM.AU ISSUE DATE DESCRIPTION CLIENT Mr. & Mrs. Puljich DRAWING TITLE BP1373/SK/3.15 Colours & Materials
Page 33
Appendix
D
Engineering Drawings
______________________________________
[OCR of page images]
Engineering Drawings
Page 34
N
PROPERTY DESCRIPTION
50 Noosa Parade, Noosa Heads
Lot 22 on N21844
Site Area = 0.061 Hectares
L.G.A. = Noosa Shire Council (N.S.C.)
N.S.C. Reference: TBD
Job : C6398 DRAWING SCHEDULE FEBRUARY 2023
DRG No. DESCRIPTION
C6398/23/L01 LOCALITY PLAN AND SCHEDULE OF DRAWINGS
C6398/23/E01 EARTHWORKS LAYOUT PLAN
C6398/23/E02 EARTHWORKS SECTIONS PLAN
C6398/23/ESC01 EROSION AND SEDIMENT CONTROL LAYOUT PLAN
C6398/23/ESC02 EROSION AND SEDIMENT CONTROL MISCELLANEOUS DETAILS PLAN
C6398/23/R01 ROADWORKS AND BASEMENT LAYOUT PLAN
C6398/23/R02 DRIVEWAY SETOUT, JOINTING AND DETAILS PLAN
C6398/23/D01 STORMWATER DRAINAGE LAYOUT PLAN
C6398/23/S01 SEWER AND WATER LAYOUT PLAN
C6398/23/S02 SEWER AND WATER NOTES
LOCALITY PLAN
0 0.1 0.2 0.3 0.4 0.5m
SCALE 1:5 A1, 1:10 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE LOCALITY PLAN AND
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS SCHEDULE OF DRAWINGS CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/L01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-L01.dwg - DATE : 14/2/23 - 9:00am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 1
Page 35
N
NOOSA RIVER
2.39 2.39
2.62
2.63
-0.30
-0.30 -0.30
A
E02
FFL 0.000m PROPOSED INTEGRATED RETAINING/BUILDING
PL -0.300m WALL TO STRUCTURAL ENGINEERS DETAILS.
-0.30
-0.30 TOP 2.50
2.8
TOE -0.30
B
E02
-0.30 TOP 2.42
-0.30
TOE 1.35
TOP 2.60 1.3 1.1
2.42 TOE 1.35 2.43
0.5 0.5
TOP 2.40 TOP 2.40
S225 S225 S225 S225 S225
TOE 1.93 TOE 1.93
E/UG E/UG E/UG E/UG E/UG E/UG
W150 W150 W150 W150 W150 W150
T T T T T T
E02
C
0 2.0 4.0 6.0 8.0 10.0m
NOOSA PARADE
SCALE 1:100 A1, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE EARTHWORKS LAYOUT PLAN
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/E01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-E01.dwg - DATE : 14/2/23 - 9:02am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 2
Page 36
PROPOSED BASEMENT RAVENSWOOD PARK JETTY
RP BDY
RP BDY
EXISTING SURFACE
FINISHED SURFACE
DESIGN & SPECIFICATION NOTE:
PROPOSED INTEGRATED RETAINING/BUILDING PROPOSED INTEGRATED RETAINING/BUILDING DIMENSIONS AND SPECIFICATIONS SHOWN ARE ADVISORY ONLY. THE
WALL TO STRUCTURAL ENGINEERS DETAILS. WALL TO STRUCTURAL ENGINEERS DETAILS. CONTRACTOR IS TO CONSULT A D&C SUBCONTRACTOR / SUITABLY
QUALIFIED ENGINEER FOR SITE SPECIFIC DESIGN & CONSTRUCTION
FFL 0.00 (PL - 0.150) SPECIFICATIONS, DETAIL DRAWINGS & DESIGN CERTIFICATION.
DESIGN TO ACCOMMODATE PROPOSED LANDSLOPE ADJACENT THE
WALL AND ALLOW FOR WINDLOADING FOR BOUNDARY FENCE.
SECTION A
SCALE 1:50 E01
CERTIFICATION NOTES
DESIGN CERTIFICATION (FORM 15) SHALL BE PROVIDED TO
COUNCIL, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
FOLLOWING THE APPOINTMENT OF A D&C SUB-CONTRACTOR.
PROPOSED BASEMENT 3.41m RAVENSWOOD PARK JETTY
ACCESS DRIVEWAY INSPECTION CERTIFICATION (FORM 16) SHALL BE PROVIDED TO
COUNCIL FOLLOWING SUPERVISED CONSTRUCTION OF THE
PROPOSED RETAINING WALLS.
RP BDY
EXISTING SURFACE
RP BDY
FINISHED SURFACE
PROPOSED INTEGRATED RETAINING/BUILDING ℄ PROPOSED RETAINING WALL.
WALL TO STRUCTURAL ENGINEERS DETAILS. 3% 3% REFER /E01 FOR WALL HEIGHTS.
FFL 0.00 (PL - 0.150)
PROPOSED CONCRETE DRIVEWAY.
REFER /R01-R02 FOR DETAILS.
SECTION B
SCALE 1:50 E01
NOOSA PARADE PROPOSED BASEMENT
ROAD RESERVE
NOOSA RIVER
FINISHED SURFACE EXISTING SURFACE
RP BDY
6% GRADE
1% GRADE
RP BDY
PROPOSED INTEGRATED RETAINING/BUILDING
WALL TO STRUCTURAL ENGINEERS DETAILS.
PROPOSED INTEGRATED RETAINING/BUILDING
WALL TO STRUCTURAL ENGINEERS DETAILS.
FFL 0.00 (PL - 0.150)
SECTION C 0 1.0 2.0 3.0 4.0 5.0m
SCALE 1:50 E01
SCALE 1:50 A1, 1:100 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE EARTHWORKS SECTIONS PLAN
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/E02 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-E02.dwg - DATE : 14/2/23 - 9:03am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 2 of 2
Page 37
N
NOOSA RIVER
PROVIDE PIT PROTECTION. X
X
X
X
X
X
X
X
X
REFER TO DWG. C6376/22/ESC02
FOR DETAILS. PROPOSED PERIMETER
SILT FENCE.
X
X
CROSS SEEDING / HYDROMULCH
X
TO ALL DISTRUBED AREAS
IMMEDIATELY AFTER FINAL
TRIMMING.
X
S225 S225 S225 S225 S225
X
X X X X X X X
E/UG E/UG E/UG E/UG E/UG E/UG
W150 W150 W150 W150 W150 W150
T T T T T T
PROPOSED CONSTRUCTION
ENTRANCE/EXIT.
0 2.0 4.0 6.0 8.0 10.0m
NOOSA PARADE
SCALE 1:100 A1, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE EROSION AND SEDIMENT CONTROL
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS LAYOUT PLAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/ESC01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-ESC01.dwg - DATE : 14/2/23 - 9:03am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 2
Page 38
EROSION & SEDIMENT CONTROL MANAGEMENT PLAN SEDIMENT & EROSION CONTROL NOTES
1. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
Comply with all statutory regulations and maintain during the earthworks CONSULTING ENGINEER'S MAJOR EROSION & SEDIMENT CONTROL
ENTIRE VERGE TO Objective / Target construction. Comply with the Major Erosion and Sediment Control Plan PLAN AND IN ACCORDANCE WITH MAROOCHY SHIRE COUNCIL
BE TURFED. by Walsh Consulting Engineers to control erosion and sediment flows. MAROON MANUAL. REFER WALSH CONSULTING ENGINEER'S PLANS
FOR DETAILED DESIGN CALCULATIONS AND SUPPLEMENTARY NOTES.
2. ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED
Site foreman to identify and check direction of stormwater flows as IN ACCORDANCE WITH THE I E AUST SOIL EROSION & SEDIMENT
SILT FENCE BY LENGTH AS REQUIRED shown on plan. Provide barriers and other measures shown on plan and CONTROL MANUAL, AS DETAILED ON THIS PLAN, OR AS REQUIRED FOR
SEDIMENT FENCE Management Strategy
within council guidelines to prevent stormwater flows over
MAX.
GEOFABRICS COMPLIANCE WITH THE REQUIREMENTS OF THE ENVIRONMENTAL
700
BY GEOFABRICS embankments and minimise sediments into gully pits. MANAGEMENT PLAN.
N.S.L. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT &
N.S.L.
EROSION CONTROL DEVICES ARE INSPECTED & MAINTAINED AS
200 MIN Implement and maintain control measures identified on the Erosion and FOLLOWS:
200 MIN Task / Actions
2.5% Sediment Control Plans. (A) DURING CONSTRUCTION
POSTS AT 3m CENTRES WITH WIRE
SECTION (i) DAILY DURING DRY WEATHER
MESH BACKING or 2m WITHOUT. ALL
(ii) PRIOR TO PREDICTED STORM EVENTS
POSTS DRIVEN 600mm INTO GROUND.
(iii) TWICE DAILY DURING PROLONGED RAIN
Site foreman to check for erosion and sediment flows at the base of (iv) DURING AND AFTER MAJOR STORM EVENTS
Performance Indicators embankments after rain. Check that all sediment fences and check (B) DURING DEFECTS LIABILITY PERIOD
TURF VERGE DETAIL dams are working correctly during rain events. (i) WEEKLY DURING DRY WEATHER
PERIMETER SILT FENCE SCALE: 1:50 (ii) PRIOR TO PREDICTED STORM EVENTS
SCALE 1:50 (iii) TWICE WEEKLY DURING PROLONGED RAIN
Inspection of all control structures shall be undertaken prior to expected (iv) DURING AND AFTER MAJOR STORM EVENTS
SEDIMENT FENCES SHALL BE CONSTRUCTED WITH RETURNS AT rainfall events and at least twice weekly. All minor structures such as
INTERVALS IN ACCORDANCE WITH "IECA BEST PRACTICE EROSION Frequency / Deadline 4. THE CONTRACTOR IS TO CONSTRUCT AN ENTRY/EXIT SEDIMENT TRAP
windrows, sediment fences etc, shall be inspected at the completion of
CONTROL MANUAL" AND MAXIMUM 20m SPACINGS FOR FENCES each day. AS DETAILED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS.
ALONG CONTOURS AND 10m FOR ON-GRADE.
5. ALL STOCKPILES TO BE TEMPORARILY GRASSED & GRADED TO
ENSURE CONTROL OF RUNOFF. ALTERNATIVELY, SEDIMENT FENCES
Responsible Person / The implementation of the Major Erosion and Sediment Control Plan is TO THE DOWNSTREAM FACE OF STOCKPILES ARE TO BE INSTALLED,
TEMPORARY ROCK FILTER DAM
Organisation the responsibility of the Principal Contractor. WITH CUT-OFF DRAINS UPSTREAM.
6. ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT.
ROUGHENING TO CONSIST OF LATERAL (90° TO SLOPE) GROOVES
100mm DEEP AT 2m MAX. SPACINGS.
Principal contractor to provide a monthly copy of record sheets
"BIDIM A34" BY GEOFABRICS OR APROVED A A Reporting / Review identifying test results for water quality testing. Site workman to advise 7. ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY
foreman if they notice any barrier needing repair. STABILISED TO PREVENT EROSION. ROUGHEN SURFACE BY FORMING
EQUIVALENT. INSTALLED AS SHOWN
LATERAL GROOVES 50mm DEEP AT 1m MAX. SPACINGS AND 5m MAX.
LENGTHS.
GRATED INLET 8. SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE
Should inspection reveal deficiencies, the Contractor shall report issues
PIT IN ROADWAY Corrective Actions ALREADY SHOWN) TO BE INSTALLED WHERE NECESSARY & AS
to Supervising Engineer.
DIRECTED ON SITE BY THE SUPERINTENDENT.
PLAN
ELEVATION PLAN N.T.S. 9. SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE
INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE SITE MANAGER TO
ENSURE THAT THE INTENT OF THIS PLAN AND THE ENVIRONMENTAL
ALLOTMENT PIT PROTECTION DETAIL TEMPORARY SILT TRAP DETAIL MANAGEMENT PLAN ARE COMPLIED WITH.
TYPE 1 (AP1) 10. EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE
SCALE 1:20 COMPLETED PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN
IN PLACE UNTIL PERMANENT WORKS ARE COMPLETE AND CATCHMENT
TYPICAL LIP-IN-LINE VEGETATION IS ESTABLISHED (75% GRASS COVER MINIMUM) .
NOTE:
GULLY PIT
CONTRACTOR TO PROVIDE A 11. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE
WASH DOWN FACILTY IN KEPT TO A MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP
CONJUNCTION WITH THE IMPACT AND OTHER FORMS OF WIND/STORMWATER EROSION.
PROPOSED CATTLE GRID.
12. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
CATTLE GRID 3.0M NOM CONSULTING ENGINEERS STANDARD SPECIFICATION.
CONSTRUCTION SITE WIDTH SET 300MM
5m ABOVE GROUND PROVIDE GEOTEXTILE
MIN FABRIC WRAP OVER GRATE
NOM
3 TURF STRIPS WIDE
100
GRATED
DRAIN 10 KERB & CHANNEL
MI N m
GEOTEXTILE TUBE
SILT FENCE 2000 BY GEOFABRICS
300
OR OTHER APPROVED COMPOSITE GEOTEXTILE FABRIC, PROVIDE SAND FILLED 100Ø
SILTFENCE. INSTALLED IN BIDUM U34 OR SIMILAR SLOTTED AG DRAIN,
ACCORDANCE WITH 3 m IN WRAPPED IN GEOFABRIC, or
M TO APPROVED EQUIVALENT,
MANUFACTURERS SPECIFICATIONS. TURF SURROUND / WHERE DIRECTED BY EX
75 - 100mm TE TO FRONT OF CHAMBER
SUPERINTENDENT. INSTALL ENVIROMAT OR RN
CRUSHED ROCK AL
OTHER APPROVED PRODUCT IN ACCORDANCE R OA
WITH MANUFACTURERS SPECIFICATIONS. D 0 0.4 0.8 1.2 1.6 2.0m
INLET PIT PROTECTION DETAIL (IP)
ALLOTMENT PIT PROTECTION DETAIL CONSTRUCTION EXIT SCALE 1:20
SCALE 1:20 A1, 1:40 A3
TYPE 2 (AP2) 0 1.0 2.0 3.0 4.0 5.0m
SCALE 1:50
SCALE 1:50 A1, 1:100 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE EROSION AND SEDIMENT CONTROL
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS MISCELLANEOUS DETAILS PLAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/ESC02 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-ESC02.dwg - DATE : 14/2/23 - 9:04am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 2 of 2
Page 39
N
EXISTING SURFACE LEVEL.
NOOSA RIVER
PROPOSED RETAINING WALL.
3.410m ACCESS DRIVEWAY
REFER /E01 FOR WALL HEIGHTS.
PROPOSED INTEGRATED RETAINING/BUILDING 3% 3%
WALL TO STRUCTURAL ENGINEERS DETAILS.
150mm THICK CONCRETE
CLASS N32
SL72 MESH
50 COVER
SECTION A
SCALE 1:50 -
GARAGE
STORAGE
0.40m 2.60m 2.45m 2.45m 2.45m 0.30m
PROPOSED ACCESS AISLE AND CAR EXISTING SURFACE LEVEL. 3.625m ACCESS DRIVEWAY
PARKING BAYS IN ACCORDANCE 1.812m 1.812m
6.20m
WITH AS2890.1. TYPICAL.
FOYER BASEMENT GARAGE
3% 3% PROPOSED RETAINING WALL.
REFER /E01 FOR WALL HEIGHTS.
300mm WIDE x 150mm DEEP TRAFFICABLE GRATED
DRAIN TO BUILDERS SPECS. PROVIDE STORMWATE
3.19m CONNECTION TO BASEMENT SUMP. REFER
0.40m 2.83m 2.83m 0.99m HYDRAULIC ENGINEERS PLANS FOR DETAILS.
SECTION B
SCALE 1:50 -
A
RAMP
CINEMA -
RP BDY
3.41m
PROPOSED RAINWATER HARVESTING
EXISTING SURFACE LEVEL.
TANK (6kL). REFER /D01 FOR DETAILS. EXISTING BACK OF KERB AND
GROUND FLOOR LEVEL 3.000
CHANNEL TO BE REMOVED.
MINIMUM SOFFIT LEVEL RL 2.700
B IL 2.155 1 IN 40 1 IN 20 1 IN 20
1 IN 8 1 IN 6
-
2.25m
S225 S225 S225 S225 S225
1 IN 4
BACK
WHEELB
ASE
E/UG E/UG E/UG E/UG E/UG E/UG
FRONT
150mm THICK CONCRETE
W150 W150 W150 W150 W150 W150 CLASS N32 1 IN 8
3.63m RL 0.000 BASEMENT RL 0.000
SL72 MESH
50 COVER
T T T T T T PROPOSED
1.50m 1.50m 0.84m 1.50m 1.50m 6.89m 3.00m GRATED DRAIN.
EXISTING CONCRETE DRIVEWAY AND CONSTRUCT CONCRETE FOOTPATH TO PROPOSED CONCRETE ACCESS DRIVEWAY.
CROSSOVER TO BE REMOVED. REINSTATE MATCH EXISTING. REFER DETAIL ON /R02. CONCRETE CROSSOVER TO BE CONSTRUCTED SECTION C
C
-
KERB AND CHANNEL AS REQUIRED. IN ACCORDANCE WITH IPWEA STANDARD 0 2.0 4.0 6.0 8.0 10.0m
SCALE 1:50 -
DRAWING RS-049 & RS-050.
SCALE 1:100 A1, 1:200 A3
NOOSA PARADE
0 1.0 2.0 3.0 4.0 5.0m
ALL DAMAGED FOOTPATH TO BE REINSTATED TO NOOSA SHIRE
COUNCIL MINIMUM STANDARDS. WORKS TO BE UNDERTAKEN
BY THE CONTRACTOR AT THE DEVELOPERS EXPENSE. SCALE 1:50 A1, 1:100 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE ROADWORKS AND BASEMENT
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS LAYOUT PLAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/R01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-R01.dwg - DATE : 14/2/23 - 9:05am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 2
Page 40
N
CONCRETE DRIVEWAY DETAILS
150mm CONCRETE SLAB (Fc=32MPa)
(SL72 MESH WITH 50 TOP COVER) on 150mm
CBR15 (TYPE 2.3) GRAVEL.
COMPACTED SUBGRADE (100% STANDARD
COMPACTION)
NOOSA RIVER CONCRETE FOOTPATH DETAILS
100mm CONCRETE SLAB (Fc=32MPa), SL72
MESH WITH 50 TOP & SIDE COVER
COMPACTED SUBGRADE (100% STANDARD
COMPACTION)
BOLSTER JOINTS AT 2m cts, DOWEL JOINTS
AT 8m cts (MAX)
KERB SETOUT
1.50m U.N.O.
GARAGE 2.5%
STORAGE
100tk CONCRETE SLAB, SL72 MESH, 50
COVER. ALL SLABS CAST WITH 32MPa
CONCRETE. BOLSTER [email protected]
cts, DOWLED [email protected] cts
TYPICAL CROSS SECTION
N.T.S.
TOOL FINISH CONCRETE
FOYER CUT EVERY SECOND BREAK SLAB FULL DEPTH
BASEMENT GARAGE
WIRE OF MESH WHILE STILL "GREEN"
5 DJ
4
CONCRETE DRIVEWAY SETOUT DETAILS
150
6 3 COORD No. EASTING NORTHING LEVEL
1 4832.824 4881.398 2.150 150mm CBR15
2 4831.592 4882.386 2.400
BJ 200 UM VISQUEEN
3 4824.161 4893.929 0.220
4 4823.353 4895.184 0.000
CINEMA 5 4820.492 4893.328 0.000
6
7
4821.293
4824.704
4892.084
4886.786
0.210
1.625
BOLSTER JOINT (BJ)
BJ 8 4824.523 4886.670 1.610 N.T.S.
9 4828.551 4880.413 2.400
7 10 4828.944 4878.881 2.160
8 DOWEL SOCKETS TO
MANUFACTURERS SPEC. R16 GALVANISED DOWELS
DJ OR EQUAL (600 LONG) AT 450 CTS
SL72 MESH
S225 S225 S225 S225 S225 10mm ABELFEX OR EQUIV.
50 COVER
BJ
150
E/UG E/UG E/UG E/UG E/UG E/UG
W150 W150 W150 W150 W150 W150
150mm CBR15
9 DJ 2
300 300
T T T T T T 200 UM VISQUEEN
1
DOWEL JOINT (DJ)
10
N.T.S
CONCRETE ACCESS DRIVEWAYS
0 2.0 4.0 6.0 8.0 10.0m
NOOSA PARADE
SCALE 1:100 A1, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE DRIVEWAY SETOUT, JOINTING
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS AND DETAILS PLAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/R02 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-R02.dwg - DATE : 14/2/23 - 9:05am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 2 of 2
Page 41
N
ROOFWATER DISCHARGE
NOOSA RIVER AEP Fy C10 Cy Iy DISCHARGE
(mm) (L/s)
39% 0.85 0.84 0.71 157 11.5
ROOF
10% 1.0 0.84 0.84 226 19.5
0.037Ha
1% 1.2 0.84 1.0 332 34.1
REFERENCE - CHAPTER 4 of QUDM - RATIONAL METHOD
TIME OF CONCENTRATION = 5min
80% OF NEW ROOF CATCHMENTS AND BASEMENT SUMP TO
ROOF DISCHARGE TO RAINWATER HARVESTING TANKS. MINIMUM
0.037Ha VOLUME= 15L/m². OVERFLOW TO NOOSA RIVER. PROVIDE
CONNECTIONS TO INDOOR NON-POTABLE AND/OR OUTDOOR REUSE.
22
N21844
RP BDY
DRIVEWAY RUNOFF TO BE DIRECTED TO A 300mm
WIDE x 150mm DEEP TRAFFICABLE GRATED
DRAIN AT BASEMENT DOOR OPENING. PROVIDE
CONNECTION TO BASEMENT SUMP. REFER FINISHED SURFACE
HYDRAULIC ENGINEERS PLANS FOR DETAILS. EXISTING SURFACE
1.5m
2.0m
PROPOSED RAINWATER HARVESTING (6kL)
PROPOSED RAINWATER HARVESTING (6kL)
TANK. REUSE FOR OUTDOOR IRRIGATION
TANK. REUSE FOR OUTDOOR IRRIGATION
AND/OR NO POTABLE INDOOR USE.
AND/OR NON POTABLE INDOOR USE.
REFER SECTION A FOR DETAILS. BASEMENT (FFL 0.000)
100 ID uPVC STORMWATER DRAIN
S225 S225 S225 S225 S225 IN ACCORDANCE WITH AS 1260 MIN SECTION A
SN10. MIN GRADE 1 IN 200. TYP. SCALE 1:50 -
E/UG E/UG E/UG E/UG E/UG E/UG
W150 W150 W150 W150 W150 W150
T T T T T T
PROVIDE 2 No. KERB ADAPTORS
FOR PROPOSED RESIDENCE
WITH UPVC EXTENSIONS UNDER
PATHWAYS, WHERE REQUIRED.
A
-
0 2.0 4.0 6.0 8.0 10.0m
NOOSA PARADE
SCALE 1:100 A1, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE STORMWATER DRAINAGE
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS LAYOUT PLAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/D01 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-D01.dwg - DATE : 14/2/23 - 9:06am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 1 of 1
The text continues on page 42.
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