Original source · versioned page text
Approved Plans MCU26-0034 OPW26-0056
Plans and drawings: the text below has words only, no drawings.
notes
1. Survey information to be confirmed by Licensed
Surveyor prior to construction. Where property
boundary locations are not clear, the contractor shall
organise an identification survey to locate required
NOOSA COUNCIL boundaries .
APPROVED PLAN
2. Extent of site earthworks to be confirmed by
MCU26/0034 & OPW26/0049 engineer &/or contractor on site prior to construction.
25 JUN 2026
3. Contractor to confirm siting & orientation prior to
setout. Location of pontoon & pontoon setout to be
carried out by Licensed Surveyor.
to boundary corner
4. All services to be located on site by contractor prior
64 from screw
to construction.
Dimensions taked from screw boundary
Projected
placed in revetment wall 5. Do not scale off drawings, use figured dimensions
only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
dimensions on site prior to construction.
property details
4500
No. 117 Shorehaven Drive
" 10000 from revetment wall
18°25'45
6000
Noosaville QLD 4566
) Noosa Shire Council
(40.831m
9500
Locality - Noosaville
canal
11000
Lot 683 on RP897352
120°0'0"
Site Area - 817m²
Boat lifting
elec Zone - Low Density Residential
telstra device (8.5x3.0m) Precinct - Nil
proposed
Overlays - Acid Sulphate Soils
mh - Flood Hazard
drive
- Coastal Hazard
jetties
20.415m
Existing jetty to
300°0'0"
be removed
Existing
revetment wall
shorehaven
boundary
Projected
20.415m
9760 from boundary
5"
198°25'4
)
(40.831m
wm
wm
signatures
owner/s
site plan
1 1 : 200
builder
DESIGNER CHECKER WIND CATEGORY CLIENT PROJECT DRAWING NAME SHEET NO REV PROJECT NO
No 13 GODWIN PLACE . PELICAN WATERS . QLD . 4551
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU N ORT
H SDK SDK N3 MAX & DEBBIE BROUGHTON NEW JETTY
No. 117 SHOREHAVEN DRIVE, NOOSAVILLE Q 4566
SITE PLAN 01
SHEETS IN SET
A 26.005
SCALE
A3
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
A 02/04/26 SDK CONSTRUCTION ISSUE Lot 683 ON RP897352 2 1 : 200
Document Set
Do not scale from ID: Dimensions
drawings. 24710984
24813271are to be checked on site prior to commencement of work. Any dimensions not nominated must be referred to the Designer for confirmation. The information contained within this document is the copyright of the Designer. Use or copying in whole or part without the written permission of the Designer constitutes an infringement of copyright. Minimum Design Standards: To be in accordance with current National Construction Code (NCC), Queensland Development Code (QDC), AS/NZS Standards, Building Regulations, Local Government Planning Scheme & Policies
Version: 1, Version Date: 22/05/2026 27/04/2026
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notes
1. Contractor to confirm exact siting and orientation
200x50x3mm aluminium 2/152x63x6mm structural prior to construction setout.
floor joists @ 450mm crs max. 'c' channel headstocks per pile
2. All building setout & confirmation of setbacks &
10000 750 2830 2840 2830 750 height to be carried out by a Licensed Surveyor.
3. Do not scale off drawings, use figured dimensions
Water & power only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
dimensions on site prior to construction.
750
750
Do not fix jetties
jetty
1500
4. Levels & services locations to be confirmed prior to
to revetment wall
750
750
construction.
5. Termite protection to be provided in accordance with
Do not fix jetties Joists to butt into headstocks clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
to revetment wall with site welded connection Contractor to provide protection information for building
development application.
legend
3500
6500
3500
3500
Composite decking
Denotes dimension to centre line
fascia to perimeter
Denotes dimension to outside face
Composite decking
750
750
jetty
1500
750
750
2000l min. rigid handrail to 750 2830 2840 2830 750 315 dia. pvc insitu piles
comply with Noosa to engineers detail
Existing
Shire Council regulations Existing
Boundary
revetment wall
revetment wall aluminium framing sizes to engineers
design & detail
floor plan floor framing & footing plan
1 1 : 100
2 1 : 100
2000
200 200
200
powdercoated
aluminium handrail
Boundary line
2/152x63x6mm structural
Composite decking 'c' channel headstocks per pile
Do not fix jetty to Floor joists site welded to 200x50x3mm aluminium
revetment wall headstocks to engineers detail floor joists @ 450 crs max. Composite decking
300mm deep fascia
Composite decking
typical handrail detail
Existing revetment wall
fascia to perimeter
4 1 : 50
Headstocks to piles to
engineers detail
floor areas
315 dia. pvc insitu piles jetty area 23.3 m²
to engineers details total area 23.3 m²
section signatures
3 1 : 50
NOOSA COUNCIL
APPROVED PLAN owner/s
MCU26/0034 & OPW26/0049
25 JUN 2026
builder
DESIGNER CHECKER WIND CATEGORY CLIENT PROJECT DRAWING NAME SHEET NO REV PROJECT NO
No 13 GODWIN PLACE . PELICAN WATERS . QLD . 4551
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU N ORT
H SDK SDK N3 MAX & DEBBIE BROUGHTON NEW JETTY FLOOR PLAN, FLOOR FRAMING PLAN & 02
No. 117 SHOREHAVEN DRIVE, NOOSAVILLE Q 4566 TYPICAL SECTION SHEETS IN SET
A 26.005
SCALE
A3
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
A 02/04/26 SDK CONSTRUCTION ISSUE Lot 683 ON RP897352 2 As indicated
Document Set
Do not scale from ID: Dimensions
drawings. 24710984
24813271are to be checked on site prior to commencement of work. Any dimensions not nominated must be referred to the Designer for confirmation. The information contained within this document is the copyright of the Designer. Use or copying in whole or part without the written permission of the Designer constitutes an infringement of copyright. Minimum Design Standards: To be in accordance with current National Construction Code (NCC), Queensland Development Code (QDC), AS/NZS Standards, Building Regulations, Local Government Planning Scheme & Policies
Version: 1, Version Date: 22/05/2026 27/04/2026