SPL-0514-009997.1 - s271 Amended Concurrence agency response before application is made (with conditions) · OPW14/0239

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SPL-0514-009997/1

Application details

 

Proposed development: Development Permit for Operational Works — Prescribed
Tidal Works (Pontoon and walkway)

Aspects of development and type of approval being sought

 

Development type: Operational work

Approval type: Development permit

Referral triggers

 

The development application would be referred to the department under the following
provisions of the Sustainable Planning Regulation 2009:

Referral trigger: Schedule 7, Table 2, Item 15 — Maritime Safety matters

Documents supplied to support request

 

 

Plan title Author Reference no. Date Revision

 

 

Site plan, elevation & | Superior Jetties | 11363-—D01 28/08/2014 A
general notes

 

 

 

 

 

Conditions

 

Under section 287(1)(a) of the Sustainable Planning Act 2009, the department requires that
the conditions set out in Attachment 1 attach to any development approval.

Reasons for decision to impose conditions

Under section 289(1) of the Sustainable Planning Act 2009, the department is required to
set out the reasons for the decision to impose conditions. These reasons are set out in
Attachment 2.

Further advice
Under section 287(6) of the Sustainable Planning Act 2009, the department offers advice
about the application to the assessment manager—see Attachment 3.

Pursuant to section 272(3) of the Sustainable Planning Act 2009, you will not be required to

refer your application to the department if you submit this response in its entirety when

making the application to the assessment manager, and the following conditions are

satisfied:

e Any changes to the proposal before the application is made to the assessment manger
do not result in a substantially different development to that which was presented to the
department with the request for a referral agency response

e The development application must be made to the assessment manager within 12
months of the date of this referral agency response.

If you require any further information, please contact Blake Petchell, Planning Officer, on
5352 9707 or via email [email protected] who will be pleased to assist.

Department of State Development, Infrastructure and Planning Page 2 of 7

 

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SPL-0514-009997/1

Yours sincerely

    

anager, Planning

enc: Attachment 1—Conditions to be imposed
Attachment 2—Reasons for decision to impose conditions
Attachment 3—Further advice

Department of State Development, Infrastructure and Planning Page 3 of 7

Page 4

Our reference:
Your reference:

SPL-0514-009997/1
11363

Attachment 1—Conditions to be imposed

SPL-0514-009997/1

 

No.

 

Conditions

 

Condition timing

 

Development Permit for Operational Works — Prescribed Tidal Works (Pontoon and
walkway)

 

Schedule 7, Table 2, tem 15, Maritime Safety matters - Pursuant to section 255D of the
Sustainable Planning Act 2009, the chief executive administering the Sustainable
Planning Act 2009 nominates the Director-General of the Department of Transport and
Main Roads (Maritime Safety Queensland) to be the assessing authority for the
development to which this development approval relates for the administration and
enforcement of any matter relating to the following conditions:

 

1.

The applicant must supply the Regional Harbour Master
with completed “As Constructed” drawings.

The required information is to be forwarded to:
Regional Harbour Master

Maritime Safety Queensland

Macarthur Avenue East

Pinkenba, Qld , 4008

Within two weeks
of the completion of
the works.

 

 

 

 

 

2. Development must be carried out generally in accordance Upon the
with the following plans, except as modified by these completion of
concurrence agency conditions: works and to be
e Title: Site plan, elevation & general notes, Author: maintained at all
Superior Jetties, Plan: 11363 - D01, Date: times
28/08/2014, Revision A.
3. Any ship, dry berth or device (including Air Lifting Pontoons) | At all times
berthed, moored or attached to the pontoon/structure must
not exceed the following sizes:
e Wet berth - length overall: 8.0m; beam: 2.6m
« Maximum Vessel Mass — 3,000 Kg
4. No part of any structure or any ship berthed at the approved | At all times
structure is to encroach within 1.5metres from the side
boundaries of the allocated water space as shown on the
water allocation plan NQ - 01.
5. The applicant must notify the Regional Harbour Master in Notification to be

 

writing of the commencement and completion of the
approved works.

The required information is to be forwarded to:
Regional Harbour Master

Maritime Safety Queensland

Macarthur Avenue East

Pinkenba, Qld , 4008

 

given at least two
weeks prior to the
commencement of
the works and
within two weeks
after the
completion of the

 

Department of State Development, Infrastructure and Planning

Page 4

 

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SPL-0514-009997/1

 

No.

Conditions

Condition timing

 

works.

 

The structure must be adequately lit and all lighting must be
positioned so that it does not cause a risk to the safe
navigation of other ships. Any freestanding piles must have
retro-reflective tape fitted.

Lighting must be provided in accordance with Maritime
Safety Queensland’s requirements and section 3 of AS
4282-1997 ‘Control of the obtrusive effects of outdoor
lighting’.

At all times

 

The pontoon must be constructed totally within the
approved quayline.

At all times

 

The construction, operation or maintenance of the structure
must not impede the safe navigation of other ships or
restrict safe access to or from neighbouring structures.

At all times

 

The applicant must dispose of any obstructions and debris
encountered while undertaking the works. This work is to be
undertaken at no expense to the Department of Transport
and Main Roads and in accordance with any directions
issued by the Regional Harbour Master.

At all times during
construction

 

 

10.

 

Any ship moored at this pontoon/jetty must not impede the
safe navigation of other ships or restrict access to or from
neighbouring structures.

 

At all times

 

Department of State Development, Infrastructure and Planning

Page 5

 

Page 6

SPL-0514-009997/1

Our reference: SPL-0514-009997/1
Your reference: 11363

Attachment 2—Reasons for decision to impose conditions

The reasons for this decision are:

e The Department of Transport and Main Roads through Maritime Safety
Queensland has the responsibility to ensure that any ship, dry berth or device
(including Air Lifting Pontoons) berthed, moored or attached to the
pontoon/structure do not impede navigational safety

e The Department of Transport and Main Roads through Maritime Safety
Queensland is responsible for ensuring that the construction, operation or
maintenance of the approved structure will not adversely impact on navigational
safety.

e If the pontoon is implemented as proposed and in accordance with these
conditions, it will not impede navigational safety.

Findings on material questions of fact

e The proposed pontoon does not extend beyond the established quayline or
neighbouring structures.

« Asship up to the maximum size specified can be berthed at this pontoon without
impeding navigational safety.

e Obstruction and debris uncovered or otherwise encountered during the
construction of the approved structure has the potential to interfere with
navigational safety.

e Maritime Safety Queensland needs to maintain the as constructed details of all
structures located within navigable waterways.

Evidence or other material on which the findings were based

e Plan prepared by Superior Jetties,
o Title: Site plan, elevation & general notes
o Reference No: 11363-D01
o Dated 28/08/14
o RevisionA
e Transport Operations (Marine Safety) Act 1994
e State Development Assessment Provisions published by the Department of State
Development, Infrastructure and Planning
e Sustainable Planning Act 2009

e Sustainable Planning Regulation 2009

Department of State Development, Infrastructure and Planning Page 6

Page 7

SPL-0514-009997/1

Our reference: SPL-0514-009997/1
Your reference: 11363

Attachment 3—Further advice

 

 

General advice

 

 

4. | TOMSA AND TOMPA

The Harbour Master directs any ships and equipment you or agent use must
comply with the Transport Operations (Marine Safety) Act 1994, the Transport
Operations (Marine Safety) Regulation 2004 and the Transport Operations (Marine
Pollution) Act 1995

 

 

Department of State Development, Infrastructure and Planning Page 7

 

Page 8

 

12696 5000

WET BERTHED VESSEL

 

MAXIMUM VESSEL LENGTH - 8.0m |

MAXIMUM VESSEL BEAM - 2.6m QUAYLINE _

 

MAXIMUM VESSEL MASS - 3000 Kg

3000

 

 

EXISTING MOORING
J STRUCTURE !
wo

1.0.
1.

GENERAL NOTES

The works that are the subject of these plans are structurally adequate for anticipated usage as

detailed and certified on these plans.

1.2. All structures depicted have been designed to comply with relevant regulations as set by the local authority,

Queensland Transport and the Prescribed Tidal Work Code [Schedule 4A of the Coastal Protection &

Management Regulation 2003)

All structures depicted herein have been designed in accordance with Australian Standards AS1170.1

(structural design actions) AS1170.2 (wind loads) AS1664.1 (Alum structures) AS1720.1 (timber structures)

AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) AS4100 (steel structures). Relevant

local covenants, where applicable, have been considered in the design.

1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
structures.

4.5. Max water level used in the design of any piles shown in the structure is RL +2.05 AHD under normal in-service
conditions. The piles have not been designed for Q100 flood conditions in excess of RL +2.05 AHD nor scour of
the soil around the base of the piles.

1.6. Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined
via non-destructive inspection) to be adequate for typical service loads (such as live, dead and impact) that may
be imposed by the proposed gangway/abutment connection.

1.7. The following design parameters form the basis for the design of the structure/s depicted herein -

13.

 

 

24.63m 331° 29° Tener Deck

   

Edge Pool Coping

 

15400

 

CP

 

 

\ -sorose Sm x 3m

5.889 337° by
Edge of Paving approx RL ial]

CONCRETE PONTOON

J EXISTING REVETMENT WALL

 

EXISTING MOORING

STRUCTURE

 

S
1a (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa L 0) qT 2 5 0 a
17b (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2.0 kPa N ON BUP4114
11 (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa wv
11d (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa ‘
1le Design Wave height - 0.5 m =
17f Design ultimate wind velocity - 41 m/s =
1.19 Max stream velocity (2% exceedance probability) <1.8/s maximum
1.7h Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159
to ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise) : .
Bearng opacity 30 fonne SITE PLAN (1: 250)
Lateral Capacity - 5.0 tonne
2.0. STEEL
2.1. All steelwork to comply with AS4100. All welds to be 6mm continuous fillet welds U.N.O. 12000
2.2. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
3000 9000

applicable.

 

3.0. CONCRETE
3.1. All concrete work to comply with AS3600.
3.2. Pontoon concrete strength to be SOMPa with 80mm slump U.N.O
3.3. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.
3.4. Minimum cover to the reinforcement - 40mm U.N.O.

TOP OF PILE | RL: +3.40m AHD —

4.0, ALUMINIUM
4.1, All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS U.N.O.
4.2. Butt welds, where specified, to have full penetration.

4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

 

SAND DREDGING TO BE DONE BY PROPERTY OWNERS

 

 

5.0. FLOATATION HAT | RL: +1.16m AHD —

9.70m x 1.32m ALUMINIUM
HINGED GANGWAY

 

 

 

 

 

 

 

 

 

 

EXISTING REVETMENT WALL

 

 

5.1. Design stability load applied across half the width of the floating pontoon and on the entire gangway will
produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water. The MHW.S. | RL: +0.66m AHO
minimum freeboard under such loading will not be less than 75mm at any point on the pontoon.
5.2. Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners RL: 0.00m AHD ——
and joins to form a complete seal impervious to marine organisms known to attach to such structures under
t | conditi
Yplra connniens M.L.W.S. | RL: -0.74m AHD =
6.0. TIMBER LAT. | RL: -1.12m AHD — \
6.1. All timber work to comply with AS 1720.1 to be minimum F17 hardwood. “15 e-7

6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent). -2.0 gee ™
"~“CURRENT SURVEYED

a

7.0. FIXINGS & FINISHINGS CANAL PROFILE

5 2.5 7
7.1. All fixings to be 316 Grade Stainless Steel U.N.O. ca

   

ORIGINAL DESIGN CANAL PROFILE

IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS

 

THE EXISTING REVETMENT WALL APPEARS (TO THE BEST EXTENT THAT COULD BE REASONABLY
DETERMINED VIA NON-DESTRUCTIVE INSPECTION) TO BE ADEQUATE FOR TYPICAL SERVICE LOADS

 

 

 

    
 

3.5m MINIMUM

 

i
EMBEDMENT \

 

 

3a 4

     

 

CONCRETE ABUTMENT

 

 

SAND RELOCATION TO BE DONE BY PROPERTY OWNERS

 

 

|+__— 350 x 150 kNm SPUN

CONCRETE PILES

Lt

 
 

 

 

 

 

  

 

 

 

 

  

DO NOT SCALE DRAWINGS. (SUCH AS LIVE, DEAD AND IMPACT) THAT MAY BE IMPOSED BY THE PROPOSED GANGWAY / ABUTMENT CONNECTION.
ELEVATION (1: 100)
‘Alea | samen | ee |e 28/04/14 meme SRE EREVAN Gateat NOTES nck
28/08/14 | PONTOON LENGTH REDUCED TO 5.0m 0G TRADING AS ® ORG, TITLE ,
SUP NOS es (3) SUPERIOR ot MARK WICHLINSKI
DRAWING NO: io PISCES APARTMENTS CONSULTING ENG. \
ADDRESS ~~
ATLAS MARA ATEMATIONAL PTY, TD Mail Address: P.O. Box 920 Nerang 4211 11363-D01 7 PEZA CT Z 0\ | ‘ rm
PEPROBULED STORED A RETREVABLE SYSTEM REVISION NO NOOSA HEADS, QLD 4267 y NUBMA,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: — (07) 5594 8200 *
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE ‘SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com a J) aw MW. A3 1: 100 RPEQ: 1643