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Development Application - Part 2 of 2 - DTMR Letter, Photos & Plans - OPW12/0511
Plans and drawings: the text below has words only, no drawings.
SCRC CORRESPONDENCE
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THIS IS THE NEXT PART-OF A @)~
MULTIPLE PART RECOR
Part ~O;Z_
Application number:
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Page 2
Queensland
Government
Our ref 215/01684 P16560-MOM P16780-MOM
Your ref
Department of
Enquiries Geoff Prendergast
Transport and Main Roads
16 October 2012
Pontoons by Design
16 Avian Street
Kunda Park Qld 4556
Dear Sir
Tidal Works -
Request for comments
Pontoon -
8& 8 Ell, 8 Noosa Parade, Noosaville (Lot3 CPN21841)
Thank you for your letter 2 October 2012 about your proposal to construct a pontoon at the
location mentioned above.
As a concurrence agency, Maritime Safety Queensland has no objection to the proposal
provided the following navigation and marine safety conditions are complied with.
1. The contractor must build the pontoon according to AAA Design & Development Pty Ltd,
drawing no: 900-01, 900-02, attached to your letter dated 2 October 2012.
2. No part of the structure or any ship berthed at this structure is to come closer than 1.5
metres from the side boundaries of the allocated water space as shown on the
submitted water allocation plan.
3. The pontoon and all freestanding piles must be lit and clearly visible to approaching
vessels. The contractor must position all lighting so it does not cause a risk to the safe
navigation of other vessels.
4. The applicant or his agent is responsible for the removal of any existing structure above
or below the waterline, and must contain and remove any debris. Any pile that needs to
be removed must be totally extracted.
5. The ship moored at this pontoon must follow the most direct course from this structure
to open waters and a similar direct course when returning to this pontoon.
Maritime Safety Queensland Telephone +61 7 3860 3504
Transport Safety Branch Facsimile +61 7 3860 3571
MacArthur Avenue East Website www.msq.qld.gov.au
Pinkenba Queensland 4008 EmaiJ [email protected]
ABN 39 407 690 291
Page 3
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The owner is to ensure that the ship berthed at this structure must maintain
sufficient
6.
local
under keel clearance at all stages of tide. The ship must comply with any
restrictions placed on channel depths and draft restrictions.
with the Transport
7. Any ships and equipment you or your agent use must comply
Operations (Marine Safety) Act 1994, the Transport Operations (Marine Safety)
1995.
Regulation 2004 and the Transport Operations (Marine Pollution) Act
8. Any ships using this structure must comply with the Transport Operations (Marine
2004.
Safety) Act 1994 and the Transport Operations (Marine Safety) Regulation
tion of <?!h~r ship~_or
9. Any ship moored at this pon_too~ ~ust nqt impede the safe n vig_
restrict safe access to or from neighbouring structures.
10. Any ship berthed, moored or attached to the pontoon must not
exceed the following
sizes:
Wet Berth Dry Berth
7 metres N/A
Length Overall -
Beam - 2.4 metres
11. The contractor mus cons r cn~onto’OlTWithin-twe-yeaFS4Fem-tl:le-date...olapproval. If
from the
construction is not completed, you will need additional or amended comments
Regional Harbour Master.
if all of the above
aritime Safet Queensland does not need to be further consulted
conditions are met.
The above conditions must be included in your application to the
assessment manager.
This agency will also forward a copy of this letter to the Assessment Manager.
Yours sincerely
~
-
F-"" .
Captain Richard C Johnson
Regional Harbour Master (Brisbane)
Page 2 of2
Page 4
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No, DescriQtion Date
P
~rro~p~~?~e:,~:~:;~pment ty Ltd B & BELL
8 NOOSA PARADE
APPROVED
f
PONTOON LAYOUT
Tel/Fax: (07)54936457
Mob:
email:
0422039247’
[email protected]
NOOSA HEADS, OLD 4567
~ Project number
Dale
Drawn by
25-06-2012
9-01
L.L.Q
900-01
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PROPOSED PONTOON
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AAA Design & Development Pty Ltd B&BELL APPROVED | PONTOON LAYOUT _|
8 NOOSA PARADE .
14 Parrot Pl, Mt Creek, Qld 4557 NOOSA HEALS cub dss? YA
Tel/Fax: (07)54936457 : Project umber PO.
Mob: 0422039 247 ~ RPEQUgS [Dale __ 25-06-2072 900-01
. LLQ
ae Paneer = PROPOSED PONTOON SC AT
Page 6
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NOTES n
Design Wind Velocity 49m1s DESIGN CERTIFICATION Ii""
Berthing Velocity and Hydraulic Loadings 0.75m/s a)The works will be structurally adequate for ~
I-
Boat length: 7m anticipated usage, and
b) The works will comply with all relevant codes-
The pontoon is stable at all times. When a Including the EPA’s operational policy, Building
specified live load of 3.0 KPa is distributed over and engineering standards for tidal works. REVENThIENT WALL
half the width of the pontoon and over the Pit.,,,,," frOm
IZIRC31151naltuPID LA!""-
walkway, there shall be no less than 75mm of
""’"
reservebuoyancy and the bottom comer shall "
note emerge from the water with a maximum """1: ’l"2.!00m -~~
angle of tilt 15 The pontoon walkway Is
.
designed to bear a minimum distance of 500mm ,fl_
from the edge of the pontoon.
All work shall be carried out In accordance with
the relevant Australian Standards.
Concrete
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All Concrete work shall comply with AS3600
Exposure Classification .C.
Minimum Concrete Strength 50MPa at 80 slump.
LAT:O.2DOm
WATERU~
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w’~UNl!
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13000
Poured,compacted and cured in accordance ~o’f,.
".SLOPE
with the Australian Standard.
30mm minimum cover to all reinforcement ~
with uPVC cover (I.e. piles)
Aluminium
All Aluminium shall be in accordance with AS1664
~f-" Vc
Aluminl m shall be grade 6061T6
All welds shall be 4mm fillet welds using ..
Alloy5356 filler.
Provide 2 layers of alcor between aluminium
and concrete surfaces.
Provide 2 coats of zinc chromate between
B
stainless steel and aluminium surfaces. ..
Flotation Un"s ~
J9
All units shall be solid polystyrene SL grade
coated with 3mm polyrethane
.~
Polyurethane Coating ~
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Shall be ICI instathane 300 applied to ICI spec. The :5
marine protective impact resistance polyrethene
wrapping is designed to form an Impervious barrier
to water and marine organisms. It Is suitable for a
marine environment.
COLOR
L Le.
Blue-Grey Carpet and silver frame -.f<lllt
AAA Design & Development Pty Ltd No. Description Date B & BELL APPROVED
PONTOON SECTION
14 Parrot PI, Mt Creek, Qld 4557 8 NOOSA PARADE
Tel/Fax: (07)54936457
Mob: 0422.039247
email: [email protected] Il NOOSA HEADS, OLD 4567
f!!:i. Project number
Date
Drawn by
P049-01
25-06-2012
L.L.a
900-02
A Notes & boat length 1,.,0-2012
PROPOSED PONTOON ’’OfIbelhlllrMA
’_’-- Checked by D.L.T Scele@A3 1:50
Page 7
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1200
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AAA Design & Development Pty Ltd No. Description Date B & BELL APPROVED
LANDING
14 Parrot PI, Mt Creek, Old 4557 8 NOOSA PARADE
Tel/Fax: (07)54936457
Mob: 0422 039 247
emall: [email protected] HEADS, QLD 4567
~~ Project number
Date
Drawn by
P049.Ql
25-06-2012
L.L.O
900-03
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PROPOSED PONTOON ’or&onbelllfo(AM.
"""",-- Checked by D.L.T Scalo@A3 1:50
Page 8
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1200
If
AAA Design & Development Pty Ltd No. Description Date B & BELL APPROVED
SECTION
14 Parrot PI, Mt Creek, aid 4557
Tel/Fax: (07)54936457
8 NOOSA PARADE
NOOSA HEADS. OLD 4567
~
ProJect number P049-{)l
Mob:
amail:
0422 039247 ~’ Date 25-06-2012 900-04
[email protected] Drawn by ~.~.Q
....
PROPOSED PONTOON fOf&onbet*fdMA
_’__ Checkedby D.L.T Seale@A3 1:20
Page 9
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Compliance Certificate for building Design or
Specification 15
AS 3600 Concrete Structures
AS 4997 Guidelines for the design of maritime structures
Coastal Protection and Management Regulation 2003
USE ONLY
Approved form 15
Version 2 11/11
Page 10
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AAA Design & Development pty Ltd DWG 900 Pages 1 to 4
The Building Act 1975 is administered by aQueensland
the Department of Local Government and Planning
\UGovernment
Used in these records
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