10/0342 - Op Works, Prescribed Tidal Works - Jetty [As Published] · 142010.342

Page 2

 

  

 

 

Department of Main Roads (Concurrence or Advice)

« State Controlled Road
Dept Environmental Resource & Management

Advice
e Acid sulphate soils
e Wetlands
e Conservation estate
Concurrence
e Clearing of native vegetation on freehold land
e Environmentatly Relevant Activity (for non-devolved Council as EPA)
e Contaminated land
* Environmental Management/Contaminated Land Register
= UXO
« Land recently used as a ‘notifiable activity’
= Industria! land changed to sensitive uses (eg school)
« Coastal related development.
« Koala habitat

 

 

Queensland Transport (Concurrence) e

. Railway .

° Public Passenger Transport ~~
Marnbh— Pte,

Energex or other responsible entity (Advice) ‘ U

 

° Electricity Easements/Substations

 

DIP (Concurrence)
. SEQ Regional plan

 

 

 

 

 

    

 

Department of Environmental Resource Management ”

 

 

 

 

 

 

For further clarification refer to IDAS Guides prepared by Department of Infrastructure & Planning.

Tg: Vanduseladministrative processes\application checklist.doc

Page 3

THE

a
ETTY||___

SERVICING THE EAST COAST OF AUSTRALIA AND SOUTH PACIFIC REGIONS

 

5 March, 2010

Sunshine Coast Regional Council
PO Box 141
TEWANTIN QLD 4565

ATTENTION:- DENIS WALLACE

RE: JILRIFT PTY LTD
LOT 257 (§2) NOOSA PDE
NOOSA HEADS QLD 4567

Pursuant to the Sustainable Planning Act 2009, we wish to make application for
Prescribed Tidal Works under the legislation that was adopted on 18 December,
2009.

Please find attached:

1. IDAS Forms | and 28

2. Two full sets of plans including constructional details

3. Proof of the land owner

4. Concurrence response from Queensland Transport (Regional Harbour Master)

5. Resource entitlement from the Department of Environment and Resource
Entitlement

6. Required Fee for the application. Please advise when the bond is payable as
the property owner will be paying this directly to Council.

You will notice that the comment from Maritime Safety refers to JSP-SJ-22120F and
a copy of this plan has been included for your reference. This plan was changed to
Issue G to correctly reflect the correct property description.

We look forward to receiving correspondence from Council within the designated
timeframes pursuant to the Sustainable Planning Act 2009.

  

 

Yours faithfully
The Jetty Specialist

\ J

MRS TRICIA HOOPER
Applications Manager

THE MARINA SPECIALIST PTY LTD TRADING AS THE JETTY SPECIALIST - ABN 32 010 633 119
2 Industrial Avenue, Caloundra Queensland 4551 Australia

Telephone 07 54925925 Freecall 1300 133155 Facsimile 07 5492 6699 4
Web Page - www.thejettyspecialist.com.au — Email - [email protected] Endorsed

Page 4

 

 

 

 

 

 

 

Integrated Development'Assessment System form

 

 

 

 

 

 

Application Details - IDAS form 1

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For all development applications, you must:
. complete this form (Application details - IDAS form 1)
* complete any other forms relevant to your application

° provide any mandatory supporting information identified on the forms as being required to accompany your
application.

All terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable
Planning Regulation 2009.

 

 

Applicant-details:(note:-the-applicant-is-the-person-responsible-for- making-the-application-and-need-not‘be the
Cpowner of the land. The applicant i is résponsible for ensuring the information provided on all IDAS application forms is

correct. Any development permit or preliminary approval that may be issued as a consequence of this application will
be issued to the applicant.) :

 

 

 

 

Please note: If there is more than one applicant, provide additional applicant details by clicking the "Add another
applicant” button below.

 

Namels (individual or company name in full) JILRIFT P/L

 

 

For companies, contact name

 

 

 

 

Postal address C/- The Jetty Specialist, 2 Industrial Av, Caloundra Qld
4554
Contact phone number 9492 5925

 

 

Mobile number (non-mandatory)

 

 

Orax number (non-mandatory) 5492 6699

 

 

 

e-mail address (non-mandatory) [email protected]

 

 

 

 

4, What is the nature of development proposed? (tick all applicable boxes)

 

 

material change of use of premises
building work

operational work

OWOO

reconfiguring a lot

 

 

Government

 

PMMA Meet) Gin (AN gucenstand

 

 

Page 5

OOO

 

 

2. What type of approval is being sought?

a”

Baw

 

{XJ development permit
CD preliminary approval
() both - provide details below

 

 

»

3. 1s the application for’a mobile and temporary environmentally relevant activity.(ERA)?

 

x] No

C1 Yes - complete table A and then go to question 5

 

4. Location of the premises (complete table B and/or table C as applicable. identify each lot in a separate row) |

 

 

Table B - street address/lot for the premises or street address/lot on plan for the land adjoining or adjacent to the
premises

 

 

 

Lot on plan
eS} Street Address description
Local government area
Unit | Street Street name and official Post Lot No Plan type (e.g. Logan,Cairns)
No. | No. suburb/locality name code ‘) and plan no.
4 52 Noosa Parade, Noosa Heads [4567 |257 CPN21858 |NOOSA

 

 

 

 

 

 

 

 

 

(Street address / lot on plan

SJ Street address / lot on plan for the land adjoining or adjacent to the premises (appropriate for development in
water e.g, jetty, pontoon)

 

Table C - premises coordinates (appropriate for development in remote areas, over part of a lot or in water e.g.
channel dredging in Moreton Bay)

 

Coordinates (note: place each set of

 

 

coordinates in a separate row) Zone Local government
reference Datum area (If applicable)
Easting Northing | Latitude | Longitude
LC Gpaga
' (] wese4
(J other

 

 

 

 

 

 

 

 

 

 

5. Total area of the premises on which the development is proposed (indicate Hectares or m?)

 

29m2

 

 

6..Current use/s of the premises (e.g. vacant land, housé, apartment building, cane faftn, etc.)

 

 

1 | Residential land

 

 

 

 

 

 

Pontoon system including access stairs, gangway and restraint piles

 

 

Application Details - IDAS form 1
Version 1.0 18 December 2009

 

 

 

Page 6

+ 16 Feb 10 07:57a User1

 

0732523966 p.4

 

[8.8 owner's consent required for this appficatian? (refer to notes at the end of this form for more information) |

 

© No
Yes - complete either table

D, table E or table F as applicable

 

(Table D (note: do not complete this table if lodging the application on-fine using Smart eDA)

 

Name of owner/s of the tand

Signature of owner/s of the fand!

Date

We, the above-mentioned ownerts of the ‘ars-eensent to the making of this application.

 

WILRIFT PAL

 

 

 

LE.
>) aa 2) Zo asco)

1S-2-4/0

 

 

 

[Table E

 

e Name of owmer!s of the land

 

 

 

(2) The owner's written consent is attached or will be provided separately to the assessment manager

 

[Table F

 

o By making this application,
the application,

 

Name of owners of fhe land |

{, the applicant, dectare that the owner has given written consent to the making of

 

 

. Does the appiication involve a state resource? (e.g. the application involves state land, or taking quarry
matertals. Refer to the notes at the end of this form for more information) :

 

 

EQNo [xX] Yes - complete table G

 

Aporeation Detess- IDAS form f
Version 1.0 18 December 2009

Page 7

OOO

 

 

Table G - state owned resources (provide details for more than one state-owned resource click on add another
resource button below)

 

Nature of state-owned resource Unallocated State Land

 

{1 Evidence of an allocation of, or an entitlement to, the resource

Evidence the chief executive of the department administering the
resource is satisfied the developmentn is consistent with an allocation
of, or an entitlement to, the resource

Nature of evidence required (tick the
applicable box and attach a copy of the
evidence to this form)

Evidence the chief executive of the department administering the
XX] resource is satisfied the development application may proceed in the
absence of an allocation of, or an entitlement to, the resource

 

 

 

 

110. (aentity i any of the following apply to the premises (tick applicable boxes)...

 

XxX] adjacent to a water body, watercourse or aquifer (e.g creek, river, lake, canal) - complete table H
(J © onstrategic port land under the Transport infrastructure Act 1994 - complete table |
1 _ ina tidal water area - complete table J

 

Table H Name of water body, watercourse or aquifer

 

 

 

1 |NOOSA Inlet
Table J Name of local government for the tidal area Port authority for the tidal area
(if applicable) (If applicable)

 

1 |Sunshine Coast Regional Council

 

 

 

 

 

11. Are there any existing easements on the premises? (e.g. for vehicular access, electricity, overland flow,

@_ vate) bes, . _ fo 2

[X]No (Yes - ensure the type, location and dimension of each easement is included in the plans submitted

 

 

12. Does the proposal include new building work or operational work on the premises? (including any
services) oo : ‘ o “

 

[No [Yes - ensure the nature, location and dimensions of proposed works are included in plans submitted

 

 

13: Is. the payment of a portable long service leave levy. applicable to this application? (refer to the notes at the:
6nd of this form for more information) ee ;

 

2X] No - Go to question 15 1 Yes

 

 

Application Details - IDAS form 7
Version 1.0 18 December 2009

 

 

Page 8

OOO

 

15: Has the local government agreed to apply a Superseded planning scheme to this application. under

 

"section 96 of the Sustainable Planning Act 200977. cont

 

] No

(1 Yes - provide details below

 

16. List below all of the forms and supporting information that accompany this application (include all IDAS
forms, checklists, mandatory supporting information etc, that will be submitted as part of this application. Note: this

 

question does not t apply for applications madé online. using Smart eDA) a a3

 

we ep . - ‘ fe) wel

a Ta!

 

ar . Method of lodgement to
Description of attachment or title of attachment assessment manager

 

1 {IDAS FORM 28 mail

 

2 |ENGINEERED PLANS & CERTIFICATE

 

3 |REGIONAL HARBOUR MASTER REFERRAL RESPONSE

 

4 |EVIDENCE OF RESOURCE ENTITLEMENT

 

 

 

 

 

17: Applicant's declaration

    

 

 

 

& By making this application, | declare that all information in this application is true and correct (note: it is
unlawful to provide false or misleading information).

 

lo(Syr

 

Application Details - IDAS form 1
Version 1.0 18 December 2009

 

 

Page 9

nt

 

 

 

Integrated Development’ Assessment System form

 

 

 

 

 

 

 

 

 

 

 

 

Prescribed tidal work - IDAS form 28

(Sustainable Planning Act 2009 version 1.0 effective 18 December 2009)
This form must be completed for development applications for prescribed tidal work.

You MUST complete ALL questions unless the form indicates otherwise. Incomplete forms or forms without all
necessary information and documentation will result in your application not being a properly made application.

For all development applications you must:

° complete Application details - IDAS form 1

. complete any other forms relevant to your application

. provide any mandatory supporting information identified on the forms as being required to accompany your

application.

Il terms used on this form have the meaning given in the Sustainable Planning Act 2009 or the Sustainable Planning
Regulation 2009.

 

 

1. What type of approval is sought?

 

 

BX} development permit

{_]preliminary approval

 

 

 

 

2: What is thé nature of the prescribed tidal works and the nature of the use? (tick applicable Hox/és)

 

Private use Non-private use Estimated value of completed works ($)

 

jetty, pier or wharf

Oo

 

 

mooring pile

 

 

deck or boardwalk

 

 

pontoon

 

 

O
O
boat ramp or spillway O
XK
O

revetment, sea wall or retaining wall

 

 

NDooooado

|
|
r
|
|
|

7 oo®dood

other - please specify below

O

 

 

3. Is the application within a cul-de-sac, a bend in a waterway or other location where the side boundaries of
‘ithe lot are connected to. the work and neighbouring lots are not at right angles to the waterway?

— No Cl Yes

 

 

 

 

4. ‘Has. a Fegistered Professional engineer of Queensland (RPEQ),. oF an interstate equivalent, "certifi ed. that the
works comply. with the design and safety provisi 6 ns of the IDA: ode for development applications for
prescribed tidal works in the Coastal Protection | id Management Regulation 2003, schedule 4A? (non-
mandatory). co aT: * *

 

 

 

 

 

(1 No i] Yes - provide details below

 

Department of Infrastructure and Planning fOPlan}

 

 

 

 

Page 10

O00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Engineers name/s [Paul Calver ‘|
Organisation name (if applicable) [carano (Qld) PAL |
Postal address Locked Bag 4006, FORTITUDE VALLEY QLD 4006

Contact phone number [3369 9822 |
Fax number (non-mandatory) [3369 9722 ]
€-mail address (non-mandatory) [. ]
RPEQ number (or equivalent if 1667

interstate)

Reference number of all plans to which this certification relates J SP-SJ-22120G/JSP-SJ-221 21F/SP-SJ-22122C |

 

5. Confirm the following mandatory supporting information accompanies this application

 

 

Plans certified by a registered professional engineer of Queensland

 

 

 

 

 

 

 

(RPEQ) (or an interstate or international equivalent registered with Confirmation of Method or
the appropriate professional body) showing: 9 odgemen
the location (real property description and boundaries) and dimensions
of the proposed works in relation to the land (including tidal land) that [X] confirmed mail @
would abut or adjoin the proposed works
the proposed works in relation to the locations and levels of lowest
astronomical tide, highest astronomical tide, mean high water springs [X] confirmed mail
and the coastal management district
the slope angles of the beds and banks of the tidal area and the finished DI confirmed mail
levels of the proposed works al
Written statements or evidence
ja Copy of the certificate of title for the land (including tidal land) that .
would abut or adjoin the proposed works XX] confirmed mail
details of how the proposed work addresses the IDAS code for
prescribed tidal work in the Coastal Protection and Management {X] confirmed mail
Regulation 2003, schedule 4A
confirmed

details of the largest vessel, if any, to be moored at the structure

mail
[not applicable

 

evidence that the proposed work will not prejudice the access rights of
adjoining property owners in the form of:

* letters of support from adjoining property owner: or
* plans illustrating a water allocation area.

X] confirmed mail

 

For applications within a cul-de-sac, a bend in the waterway or
other location where the side boundaries of the lot connect to the
work and neighbouring lots are not at right angles to the waterway
must also provide:

 

photos of any constructed neighbouring structures or information about |X] confirmed

approved but unconstructed neighbouring structures.

 

 

mail

 

(_]not applicable

 

 

Privacy - please refer to your assessment manager for further details on the use of information recorded in

this form.

 

Prescribed tidal work - IDAS form 28
Version 1.0 18 December 2009

Page 11

* Queensland Land Titles

CURRENT TITLE SEARCH

NATURAL RESOURCES AND WATER, QUEENSLAND

Request No: 6395524

Page | of I

Search Date: 21/04/2009 15:41 Title Reference: 15728147
Date Created: 15/02/1978

REGISTERED OWNER
Dealing No: 708228373 19/11/2004

JILRIFT PTY LTD A.C.N. 069 120 485

ESTATE AND LAND

Estate in Fee Simple

LOT 257 CROWN PLAN N21858
County of MARCH Parish of WEYBA
Local Government: SUNSHINE COAST

EASEMENTS, ENCUMBRANCES AND INTERESTS

1. Rights and interests reserved to the Crown by
Deed of Grant No. 15728147 (ALLOT 257 SEC 17)

ADMINISTRATIVE ADVICES ~- NIL
UNREGISTERED DEALINGS - NIL
CERTIFICATE OF TITLE ISSUED - No

** End of Current Title Search **

COPYRIGHT THE STATE OF QUEENSLAND (NATURAL RESOURCES AND WATER)

Requested By: D APPLICATIONS ABR

http://www.abr.com.au/live/qldlt/formprocess.php

(2009)

Page 1/1

21/04/2009

Page 12

Our Ref 87900-05-008 (061)
Contact Paul Calver

25 February 2010

The Manager

The Jetty Specialist Pty Ltd
2 Industrial Ave
CALOUNDRA QLD 4551

Dear Sir,

Structural Design Advice
Pontoon, Piles & Catwalk

Project:
Owner:
Address:

Jilrift Pty Ltd

Lot 257 (52) Noosa Parade, Noosa Heads

We, Cardno (Qid) Pty Ltd, advise that the proposal to construct the works
described above has been checked by us. When the works are constructed in
accordance with the approved drawings and in the location shown, the proposed
works are structurally adequate for the anticipated usage in this location and
should comply with the design and safety provisions of the Prescribed Tidal Work
Code (Schedule 4A of the Coastal Protection and Management Regulation 2003),
based on the design criteria, and assumptions listed below.

Basis of Design Advice

e The works do not impose loads that would significantly affect existing

structures.

e The works do not adversely affect the stability of the bed and banks in
the near vicinity of the structure
¢ Structural design criteria:

Maximum Wave Height

Wind Classification
Max. Current
Scour

Debris Load

Impact Loads
Max-Vessel Size berthed
Relevant Codes

400mm wind wave

300mm boat wake

N3

1.4 m/s parallel to face of pontoon

Reasonable scour effects from flood flows and
tidal flows have been considered

To AS 3962

Minor loads without some damage to structure

7.0 metres length (wet) & 3.0 m beam (wet)
AS1170, AS 3962 and AS 3600, except where
varied by the Prescribed Tidal Work Code

Australia ¢ Belgium « Indonesia « Kenya « New Zealand « Papua New Guinea
United Kingdom » United Arab Emirates » United States ¢ Operations in 60 countries

(Ab7800-05\sub008\06 1-jilrift pty Itciwordidesign adviceS.doc

Cardno
Uliman& Nolan

Shaping the Future

Cardno (Qld) Pty Ltd

Trading as Cardno Ullman & Nolan
ABN 57 051 074 982

Level 11

515 St Paul's Terrace
Fortitude Valley OLD 4006
Australia

Locked Bag 4006
Fortitude Valley QLD 4006
Australia

Phone: 617 3100 2199
Fax: 617 33699722

www.cardno.com.au

 

Page 13

2 cD Cardno

25 February 2010 Ullman& Nolan

This design advice does not cover the construction or installation of the works on site. The Builder shall
confirm the adequacy of the site conditions during installation and shall advise the Engineer if variation
from details shown on the drawings occur. No detailed site investigation or studies have been carried
out by us or provided to us. The design review has been carried out on the basis of limited enquiry only.
Pile depths shown are applicable to founding in stiff clay or dense sand. There is some additional risk of
failure should the above design criteria be exceeded, or should actual site conditions be inferior to
those assumed. If ground conditions other than those described above are encountered during
construction or riverbed levels encountered are deeper than those shown on the drawings, further
advice should be sought.

This design advice relies on designs prepared by other consultants, but does not warrant them.
The structure is to be built in accordance with the following referenced documentation, using good

building practice.

Referenced documentation

e Drawing No. JSP-SJ-22120 G
e Drawing No. JSP-SJ-22121 F
e Drawing No. JSP-SJ-22122 C

Competent Person Details

Name: Paul Calver

Name of firm for and on behalf person is signing:
Cardno (Qld) Pty Ltd
Level 11 Green Square Nth Tower
515 St Paul's Terrace
Fortitude Valley Qld 4006
Postal address:

Locked Bag 4006 Fortitude Valley
Queensland 4006 Australia

Phone: (07) 3100 2199 Fax: (07) 3369 9722
Reference: B790005-008(061)

Signature ‘of competent person:

Paul Calver (RPEQ 1667)
for Cardno Ullman & Nolan

1:107900-05\sub008\06 4 jilrift pty ftdiwordidesign adviceS.doc ato

Page 14

Queensland
Government

Department of
Transport and Main Roads

 

10 February 2010

The Jetty Specialist
2 Industrial Avenue
Caloundra Qld 4551

 

Dear Sir

Operational Work, Prescribed Tidal Works — Request for amended comments.
Pontoon — Jilrift Pty, 52 Noosa Parade, Noosa Heads (Lot 257 CPN21585)

As a Concurrence agency Maritime Safety Queensland has no objection to the proposed amendment.

1. The contractor must build the pontoon according to The Jetty Specialist, Drawings; JSP-SJ-
22120, Issue F and JSP-SJ-22121, Issue F, attached to your letter dated 19 January 2010.

2. No part of the structure or any ship berthed at this structure is to come closer than |,5metres 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.

6. The-owner is to ensure that the ship berthed at this structure must maintain sufficient under keel
’ clearance at all stages of tide. The ship must comply with any local restrictions placed on channel
depths and draft restrictions. ,

Maritime Safety Queensland Our ref 710/01649(2) P40050 E35940 F27
Marine Operations (Brisbane) . Your ref
MacArthur Avenue East Enquiries James O'Connor
Pinkenba Queensland 4008 Telephone +61 7 3860 3504
Facsimile +61 7 3860 3571
ABN 13 200 330 520 Website = www.msq.qid.gov.au

Email [email protected]

Page 15

7. Any ships and equipment you or your 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.

8. Any ships using this structure must comply with the Transport Operations (Marine Safety) Act
1994 and the Transport Operations (Marine Safety) Regulation 2004.

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

10. Any ship, dry berth or device (including Air Lifting Pontoons) berthed, moored or attached to the
pontoon must not exceed the following sizes:

Wet Berth Dry Berth
Length Overall - 7 metres N/A
Beam - 3 metres

11. The contractor must construct the pontoon within two years from the date of approval. If
construction is not completed, you will need additional or amended comments from the Regional
Harbour Master.

Maritime Safety Queensland does not need to be further consulted if all of the above 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

anita Lf

Captain Richard C Johnson
le Regional Harbour Master (Brisbane)

Maritime Safety Queensland Page 2 of 2

Page 16

Notice

Coastal development

 

Notice of decision — Provision of evidence of resource entitlement

 

This notice is issued by the Department of Environment and Resource Management (DERM) pursuant to section 3.2.1 of the
Integrated Planning Act 1997 to provide resource entitlement as delegated under the Land Act (Tidal works and prescribed
tidal work) Delegation (No. 1) 2008.

Jilrift Piy Ltd
c\- The Jetty Specialist
2 Industrial Avenue

e@ Caloundra QLD 4551

Your reference: Lot 257 CP N21858 @ 52
Noosa Parade, Noosa Heads - Pontoon &
Catwalk structure Project Ref: 339252

Our reference: MCY2177

Attention: Mrs Tricia Hooper

Re: Request for evidence of resource entitlement for the prescribed tidal work application for a
Pontoon and Catwalk in the Noosa River at 52 Noosa Parade, Noosa Heads, Lot 257 CP N21858,
pursuant to section 3.2.1 of the Integrated Planning Act 1997 by Jilrift Pty Ltd.

The Department of Environment and Resource Management (DERM), under the Land Act (Tidal works and
prescribed tidal work) Delegation (No. 1) 2008, has considered your request received on 3 August 2009 and
wishes to advise you of the decision as specified below:

 

 

 

Property owner: Jilrift Pty Ltd
Activity: Prescribed Tidal Work
Activity description: Pontoon and Catwalk

 

JSP-SJ-22120 ‘Site Plan, Layout and Water Allocation’ dated 21.5.09
Plan / Drawing number: JSP-SJ-22121 ‘Elevation’ dated 21.5.09
JSP-SJ-22122 ‘Catwalk Construction’ dated 30.7.09

 

Description of subject land: 52 Noosa Parade, Noosa Heads

 

 

 

 

 

Page 1 of 3 080131

Department of Environment and Resource Management
www.derm.qid.gov.au ABN 46 640 294 485

Page 17

ecoaccess

environmental licences and permits
Notice

Notice. of decision — Provision of evidence of resource entitlement

 

 

Lot: 257 Plan: CP N21858

 

Decision: Evidence of resource entitlement is granted

 

Decision Number: CSRE00467509

 

This decision is current for 6 | The evidence of resource entitlement can be used to support a development
months application until 4 September 2010

 

 

 

 

You are advised that all applications involving disturbance of marine plants require a development approval
from Fisheries Queensland, a service of the Department of Employment, Economic Development and
Innovation.

It is important to note that the provision of evidence of resource entitlement over State land means that the State
has no objection to the lodgement of the application for development approval.

It does not:
* imply approval of the development application; or
* affect functions the agency may exercise as the assessment manager or a referral agency; or
« authorise a right to use and occupy land.

You may need to comply with the cultural heritage duty of care guidelines under the Aboriginal Cultural Heritage
Act 2003 and the Torres Strait Islander Cultural Heritage Act 2003, refer to the guidelines on
www. nrm.qid.gov.au.

If you require more information, please contact Rod Garner, the Project Manager, on the telephone number
listed below.

Yours sincerely

4 March 2010

 

Signature Date
Ben Sale Enquiries:
Manager. (Sunshine Coast) Rod Garner
Environmental Services North PO Box 168 Cotton Tree QLD 4558
South East Region, Telephone: (07) 54596 132
Department of Environment and Facsimile: (07) 5443 9927

Resource Management

Delegate of the. Chief Executive for the
Department of Natural Resources and Water
as authorised under the Land Act (Tidal works
and prescribed tidal work) Delegation (No. 1)
2008

 

 

Page 2 of 3 + 080131 Department of Environment and Resource Management

Page 18

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be

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM

FENDER RUSBER
TO ALL SIDES

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BI
oo
&
EXISTIN PROPOSED eS
EXISTING ROPOSED MOORING CLEATS
}+—_——15673 XH — 9542 5000 5100 B
TIMBER DECKING TO wy
[ _ PONTOON SURFACE LADDER =
TT _— —_ -_ uu,
9499 PONTOON ‘| | S|
pee ALTERNATE POSITION FOR PILES _ | he a
| IF OBSTRUCTIONS ARE ENCOUNTERED _/7>, 8 =
' . DURING PILE ‘INSTALLATION Ww? 2 &
[ bo ‘y : | " é
ee ee a 4000, 175kNm E
% ~ ROCLA MES = B|
{ > ug}
\ S % =
~| tL g z 4
19 uw
ag gs Fa TIMBER BENCH SEATS e TAP & HOSE =
ag BIN 1 e HOLDER =
" . 8 zs
| LOT 257 5
| 1 ol
i CP NQ1080 feet MHS ooo ececceereeereeecteeteeereeell ON oc cecccceveceesseeetseteetenseeee: »
PIANO HINGE CONNECTION TO S|
Lene eeee 20330 i EXISTING ROCK WALL DOUBLE 150 X 50 JOISTS FI
5729 3
8 y g
NOOSA PARADE Lilo. db g
Cc
N STEPS - SI
ORIG. H.W.M ~ P.B | “a x | 3
SITE PLAN & ac Hu = Be = ‘I
WATER ALLOCATION \ | :
SCALE 1:500 10693 | 3000 | 6113 2
oI
So
PONTOON ACCESS DECK i 3
BY OTHERS PONTOON ACCESS STEPS i 2
} BUILT BY OTHERS a
a
H |
- oe [ won -- none nn nn neee center e dicen eects @»
3
LAYOUT PLAN =|
SCALE 1:100 &
BERTHING: fl é
Maximum wet vessel length - 7.0m ‘ of
Maximum wet vessel beam - 3.0m I i rs
1 - oO
j 8
Note: LOT 207 a
. oO
Existing structures shown CP N21585 =
in approximate position only. =
YI
=
THE MARINA SPECIALIST Cardno CUEMT: JILRIFT P/L TLE: SITE PLAN, LAYOUT )
. TRADING AS ACN 010633119 2 OUSTRIL NE paiva ACN: 051 074 $92 LOT 257 (52) NOOSA PARADE & WATER ALLOCATION
E aes STE REPLACE WALKWAY i OLD. AUSTRAUA 4551 {Level 1, 5 Gartner Close, Sion 4064 Fe tah soe8 $722 NOOSA _HEADS SCALE: DATE: DRAWING NO:
© Bo/e/oe PS RCA 10, RR iP PHONE (o7}s492 5025 | o-Pem emes SS Eat cordnoBcordnacomod | PROJECT: PROPOSED PONTOON & CATWALK | __1:100 21/5/09_} JSP-SJ- 22120
B_f/6/09__ ACCESS WALKWAY ALTERED YSP FAX (07) 5492 6699 ek PEO. DATE: DRAWN | CHECKED |OMMENSIONS ISSUE
{REY DATE AMENDMENT x : Lb-b— ee7 {0.2.10 MA | age | MILUMETRES F AS)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{

Page 20

{
d-

 

 

4
PILE LENGTH

 

 

        

 

 

bott-on toe

  

longitudinal reinforcenent
Wories according te design)

 

 

 

 

 

 

 

 

 

 

 

 

 

typicol Longitudinal Section 4400 x 12 wall
. Strength , wall thickness
Dio A Designation | Strength diagron tori " . .
kNri . . . . varies according to design)
- circumferential spiral wire
400 175 drawing 90339 Bia A
400 275 drawing 90340
400 . 375 drawing 90341
450 275 drawing 90370 ~
450 425 drawing 90371
450 525 drawing 90372 longitudinal reinforcenent . >
(schenatic arrangement) aie
‘Notes + j
1. Standard Rocla Morina piles are hollow spun, prestressed concrete elenents, typical. Cross Section
Pie type is described by diometer and strength designotion eg 4S0dia/S25 kNn. °
‘Strength designotion’ = the maxinun bending noment strength (kNn). , oo. . os
Refer to the strength diograns for bending ond shear strengths for each pie type. All dimensions _in_mm unless otherwise stated. flenome :_8286D.dwg
. ISSUE TES

2. Longitudinal wire = Hord Drown wire to AS 1303; prestressed strands to ASI3II.

3. Circumferentiol wire = Hard Drown wire to AS 1303.

4. The nininun assuned design life = 20 years in a marine environment.

5. 28 day chorocteristic spun concrete compressive strength = 65 MPo (nin).

& Pile lengths are linited by strength type. Check ovaiabitity before ordering.

7, Jointed piles ore otso availovle.

8 Refer to ‘Structural Specificotion for Stondord Rocla Spun Concrete Marina Piles’ for
further details. Aliso, refer to document ‘Guide to the Transport, Handling, Storage

Continuous circumferential spiral wire
‘aries according to design)

wall thickness

(pile head)

chonfered edge

 
 

        

400 65x5 golv steel
hesdbond for
driving opplice tions

stainless steel ifting tube

 

    

 

 

 

GENERAL DETAILS ‘FOR

A ocla © IstaNoaRD ‘DURASPUN' MARINA PrEs[™
ne a

redrawn. vorious changes

q

 

 

 

Concrete Polss) 400 & 450 diameter


(NOT TO GE OSCLOSED TO ANY OTHER PERSON WITHOUT PERMISSION PROW
ROCLA LOMTED, UNAUTHORISED OISCLOSURE WAY RESULT I PROSECUTION )

OQ Fer Lines, ts sowing Is ihe eroperty of Ricte owed ACM, 000 032 191

oe je selgin upon |. submitted wee connectiqn

rocis of Rocle Limited upon the wavess conation thet 37 P 8286

 

 

 

io farm. Octo to be used in
relcrenge (o ss img

 

and Instollotion of Roclo Morino Piles’. "

tt
GARTER] 22/11
Morino piles NTS
iD
x pery

Page 21

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

FENDER RUBBER b
TO ALL SIDES z
CAST ALUMINIUM 3
EXISTING PROPOSED MOORING CLEATS s
PONTOON PONTOON A |
15673 44 | F 954273 5000 7 5100 Bl
TIMBER DECKING TO =
[ 4. = | PONTOON SURFACE \ pLADDER uw!
| | PONTOON Hl
meee cee ee tp dace eeee - 24s9-——~| oI
ALTERNATE POSITION FOR PILES a Lh : a
IF OBSTRUCTIONS ARE ENCOUNTERED——~_/-~ oy 8 =
DURING PILE JNSTALLATION Wt Ci 3 | é
“bd | =:
5 - ee ee ee ennee ne een Zz a
= | 4000, 175kNm. i | el
x ROCLA PILES me 5
5 | :
‘ wate 8 4
wig ote 8B ‘ TIMBER BENCH SEATS TAP & HOSE =
ols Bs HOLDER a
win ayn. 2
LOT 257 z
oO}
cP N21858 cece eeeneeeeecceeeee MHWS, ooo. cccccceceeec eee eceee sect etere Meee ce We cececeererssteeeererersses nesses ees a
PIANO HINGE CONNECTION TO 5
2.20330 EXISTING ROCK WALL DOUBLE 150 X SO JOISTS -
Sr os" \ 6
NOOSA PARADE 8 L lo, a
N STEPS SI
ORIG. H.W.M_— P.B s Z
SITE PLAN & ee et
WATER ALLOCATION \ g
a
SCALE 1:500 10693 3000 6113 z
: g
oO
| PONTOON ACCESS DECK { a
‘ BY OTHERS PONTOON ACCESS STEPS ' ez
: BUILT BY OTHERS 2B
a
SI
nnndeee - Z
- 3
. 2
' LAYOUT PLAN 4
SCALE 1:100 :
BERTHING: 3
Maxinum wet vessel length - 7.0m 2
Maximum wet vessel beam - 3.0m 4
a
a
vate: ! LOT 267 4
Existing structures shown CP N2185. & 5
in approximate position only. i z|
' 4
&
THE MARINA SPECIALIST CJ de erdno CUENT: JILRIFT P/L TE: SITE PLAN, LAYOUT P
G Ife 4 fimended lot deser, TRADI AS ACN 010633119 2 INDUSTRIAL AVE Sera dann Pyind ACN: 051 074 992 LOT 257 (52) NOOSA PARADE & WATER ALLOCATION
E hag WOAD 15m & AT. PLE pam [isp THe CALOUNDRA ea Ph (07) 3369 9822 NOOSA HEADS —<i
Wie STEPS REPLACE. WALKWAY an C- OLD. AUSTRALIA 455: ee En cnet ISCALE: DATE: NO:
c % RELOCATED 10. REAR SSP PHONE (07}5492 5925 bean — ae PROJECT: PROPOSED PONTOON & CATWALK | _1:100 21/5/09_} JSP-SJ-22120
B TN MET ALTERED. ISP ad . FAX (07) 5492 6699 * RAWN ED [DMENSIONS
Rey ie [ peop MS ee eT ALT ST joer | 2s-2- 2) wa | aff | wuumerres £G|AS)

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 22

 

 

-———_— 3000 ——__—____-+1

125 PFC
STEEL BEARERS |]

R.L 2.75m R.L_ 2.75m

 

RETAINING WALL TO BE

DESIGNED AND CERMFED
BY OTHERS TO SUPPORT LOAD:

PONTOON ACCESS STEPS FIXED
TO WALL WITH 2 M20 S.S BOLTS

 

 

 

3500

j
STANDARD PIANO HINGE CONNECTION
TO DOUBLE JOISTS AT OUTER EDGE

 

 

 

OF ACCESS STEPS

 

 

100 X 10 PLATE 600 LONG ~~ _|

 

WELDED TO PFC BEARERS

LET

 

 

 

 

CHEMSET TO WALL

 

100 X 100 X 3 .S.S SHS POSTS WITH
200 X 200 X 10 MOUNTING PLATE
TO FOOTING BOLTS

4 M12 S.S BOLTS CAST
500mm INTO FOOTING

4500 MASS CONCRETE FOOTING
REINFORCED WITH 4 / N12 BARS.
100 COG TO TOP

65 COVER 10 SURFACES

JOIST FIXED TO
100 X 50 X 6 PLATE CLEATS
WiTH 2 / M10 BOLTS

 

 

 

 

 

 

 

 

—|

 

 

2000

 

 

 

 

 

4
8
® ACCESS STEPS PLAN
T

2 STORAGE BOXES

 

 

 

 

 

 

 

    

SIDE ELEVATION

TIMBER NOTES:

All timber to be grade F17 hardwood
durability class 1 or 2

Decking to be 125 x 38 hardwood fixed
to joists with 2 / 12 gauge S.S screws
@ each joist.

Joists at 500 mox. crs to be 150 x 50
F17 fixed with 2 M10 S.S bolts to 100 x
50 x 6 cleats welded to bearers.

Fix bearers to block retaining wall with 2
M20 S.S bolts chemset 125mm into wall.
Fix bearer posts to concrete footings: with

4 / M12 SS bolts cast into footing. -

 

 

150 X SO HWD JOISTS
@ S500 MAX CRS

L

 

THE MARINA SPECIALIST

 

 

 

 

 

6500

  

 

 

TOP OF PILE R.L 3.0m

QUAY

 

 

 

ype PONTOON SHOWN ATLAT oi “UT RL -0.34m

 

 

LINE

LEVEL DATUM AHD R.L. 0.0
cot MLWS R.L. -0.17m

 

4m MIN EMBEDMENT
INTO STIFF CLAY
OR DENSE SAND

 

 

 

 

 

 

THIS DRAWING 1S SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

CUENT: JILRIFT P/L TME:
TRADING 4S - ACN 010633119 2 INDUSTRIAL AVE Cardo cw: 051 om o02 LOT 257 (0) NOOSA PARADE ELEVATION
F fi/12 ES STEPS REPLACE WALKWAY CLE THE CALOUNDRA Carino (Gis) Pry Lad Ph (07) 3369 9822 i
E IW) HALKGORY de RETAINING WALL NOTE ADDED QLD. AUSTRALIA 4551 | ILevel 1, 5 Gerdner Close, istten 4064 Fox (07) 3369 9722 NOOSA HEADS SCALE: TE: DRAWING NO:
e / els pus eo i) 1 Fe prone (oni, s075 ra Box 388, Toowong 4066. a Emoi: sargetenrsno.com PROJECT: PROPOSED PONTOON & CATWALK 1:50 = 21/5/09 _| JSP-SJ-22121
(REY DATE AMENDMENT C ed aa 1 | 4467 JO. 27ND ) ; MA a MILLIMETRES F A3}

 

 

 

i

Page 23

 

JSP-206 HINGE TUBE:
192 LONG, SPACED 200

 

 

 

5700:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ 5O X 12 GAUGE STAINLESS STEEL SCREWS

EACH PLANK.

SURFACE RIBBEO FOR SLIP RESISTANCE

  

HARDWOOD DECKING CONTINUES

I DOWN RAMP END

 

JSP—005
UNDER RAMP END

mm END CAP

 

 

120 $.S PIN WELDED
TO 4mm LOCKING TAB

 

 

 

 

  

1/4 & FIXED WITH M6
CS $.S BOLT

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1370
4mm 1X19 S.S WIRES @ 105 CRS ——}
DRILL THROUGH UPRIGHTS JSP-203 HAN osnis EXTERNAL
S.S TURNBUCKLES 1 END HANDRAILS WIRES SWAGED TO END UPRIGHTS 1210
JO SS PAD EYES SCREWED S.S PAD EYES INTERNAL |
TO €ND VERTICAL HANDRAILS
7 ro A A
<I] | INTERIOR UPRIGHTS
7 ee dee ee eee eee dpc tts dpe eet TYPICAL SECTION
le ye ee ee ee dee ee dpc b
LLL iliiypiiiiiiiiiiiiiedpe ss sss eee eee dpe ccecrccccticg 38
Pe ee qe ee ee ee pe te pr gpor ee 125 X 25mm
ee ee ee ee Yee ee ee de ee ee eee pe dp tg 5 HARDWOOD DECKING.
ee ee ee TTP... eee be dpe eee eee ee ee ee JSP—006
: BASE FRAME NY
Tens nwaeasneeeneenneeeen va cand a vies TTS : I | |
~ \
fhe
ot
/ 7 JSP-202 il
PIANO HINGE Z 7 END RAMP & ROLLERS BOTTOM CHORD i t
SEE DETAIL A / J SEE DETAL 8 135)
JSP-202 JSP~202 -
BOTTOM CHORD UPRIGHTS 4 aa SIDE VIEW JSP-202 RHS JSP-202 RHS
SCALE 1:25 LONGITUDINALS
JSP—002 ANGLE WELDED BETWEEN
300 CRS CROSS MEMBERS
JSP—-202
4 END VIEW
a SCALE 1:25
BASE PLAN
125 X 25mm HARDWOOD PLANKS FIXED WITH 6 NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

* ALUMINIUM TO BE GRADE 6351-15.

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665

* ALL WELDS SHALL BE 4 C.F.W. U.N.O.
* ALL BUTT WELDS TO BE FULL PENETRATION.

* ALL BOLTS é& FITTINGS TO BE 304 OR 316 STAINLESS STEEL.

* DIMENSION TOLERANCES U.N.O. SHALL BE:

FABRICATION - + 2.0 MACHINING - UP 70 10mm +0.1
> 10 TO 100mm +0.2

> 100mm + 0.5
ALL ANGLES 1°

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

RT_OR FULL OR PASSED_ON TOA THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST:

7

 

 

 

 

 

 

 

 

as DRAWING IS SUBJECT JO COPYRIGHT AND CANNOT BE REPRODUCED IN PA

 

 

 

 

 

 

 

 

 

 

 

heged
I is
50 X 6 FLAT BAR WELDED T 7
HINGE TUBE & CATWALK END Ly CROSS BEAM | , OD 12mm $8 Pt
JSP-002 ANGLE.
50 X 6 FLAT BAR STIFFENER
DETAIL A ® 300 CRS ACROSS. CATWALK cach ctor OF CAWALK. 100
SCALE 1:5 DETAIL B CUT OUT BOTTOM OF BASE 127 |
SCALE 1:5 RAIL TO ACCOMMODATE
THE MARINA SPECIALIST ce r a CLIENT: JILRIFT P/L TME: — CATWALK CONSTRUCTION
TRADING AS ACN 010633119 2 INDUSTRIAL AE no (82) Py ao © tev 051 074 992 LOT 257 (52) NOOSA PARADE
THE me Ph (07) 3369 9822
7 OLD. AUSTALA 4851 | lum 5 corte Oo, en Pe eo aaes 9722 NOOSA HEADS SE oP 30/7/09 DRANING NO:
¢ fi/ip/osparWanK tency REDUCED 100m [CL Rap PHONE (07}5492 5925 | [PO oowong [email protected] | PRIMECT: PROPOSED PONTOON & CATWALK 225 1:10 / JSP—SJ- 22122
6 6/8/09 BASE FRAME CHANGED TO JSP-006__[ENG J Fax (07) 5492 6699 HOD LE fo R.P.EQ. DATE: DRAWN | CH DOLENSIONS ISSUE
\gev|_ DATE AMENDMENT op sPEGTALIS T : _ [667 1°-2-J? ' MA ate MILUMETRES C AS)

 

 

 

 

 

“—r

 

 

j

Page 24

 

fo100~{

 

bei zonk

 

 

 

 

 

T
80 X 100 X 10 washer!

SECTION A

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH

M20 S.S BOLTS

100 X 12 CLEAT-

 

\ M20 SS BOLTS SECURING
ILE BRACKET TO

PONTOON FRAME TRACK

80 X 100 X 10 WASHER
pe CENTER NUT

 

900- |
t 350

 

 

Sood

 

M20 S.S THREADED BAR

TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

 

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET

 

 

 

 

 

 

 

 

 

FIXED WITH 10 Mi2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER

          

50 X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME

 

 

      

 

400

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100-4

 

 

 

 

 

 

 

 

6mm TREAD PLATE
CLTED ONTO FRAME
WITH Ml2 S.S BOLTS

SP-209 FLAT BAR
SURROUND FRAME

NAP IN FENDER

77S

 

 

 

 

 

SIDE VIEW

H.DP.E. SLEEVE

6mm AL. TREAD PLATE

 

 

 

 

 

 

 

 

 

 

' Oo
\
c= .
f af i
bY SECTION B
7 SCALE 1:5
“PILE WALL

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

* EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063.

PLATE ALUMINIUM TO BE GRADE 5083.

*
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE

THINNER MATERIAL. 1
* ALL BUTT WELDS TO BE FULL PENETRATION.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL

BE GRADE 316.

* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING

OF DURALAC OR
SURFACES. {
* DIMENSION TOLERANCES U.N.O. SHALL BE:

LANOCOTE APPLIED TO ALL CONTACTING

FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2

+> 100mm + 0.5

ALL ANGLES 21°

t J

PLAN VIEW
SCALE 1:10

300 RDLLED FRAME CORNERS

t

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 40KkN

HIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON 7O_A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

1

 

0 45/6/08 | WASHER TO CENTER BOLT ADDED JSP.
C 114/3/08 PLATE SIZES. ALTERED ENG
B 115/2/08) DECK PLATE DETAILS CHANGED JSP

 

 

 

 

DATE AMENDMENT

 

ISSUE/

THE MARINA SPECIALIST

TRADING AS ACN 010633119 2 INDUSTRIAL AVE
THE CALOUNDRA
OLD. AUSTRALIA 4551
Fale PHONE (07)5492 5925
Ls FAX. (07) 5492 6699
Ss P E—E CtlaAtvtss T

 

 

 

 

 

CUR: JiL Rit FIT vcTe TME: PILE BRACKET CONSTRUCTION TO SUIT )
Gerd FE ren: 051 074 982 tot 257 (52) NOOSA PDE 4009 — 4506 PILES & 8 ROLLER BRACKET
tee 1, § order Ce, ton 64 Fox (02) 3359 9722 Noosa thas. SCALE: pare: aoa
P.0, Box 388, Toowong 4066. Emoit:[email protected] | PROJECT: STANDARD DRAWING 4:40 __1:5 26/6/07_| JSP-SD—142
CRED, 7 IRP.E.Q. DRAWN J CHECKED [DIMENSIONS [ISSUE A3
(067 SYSTEM 2006 MA MILLIMETRES D v/)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 25

 

 

 

RECTANGULAR PONTOONS

sof 2 zg p 15000-1500

U SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REQUIRING FENDERING TO BE ATTACHED

 

k 2080—>-
A
0p 7904S
1 weep?

 

 

 

— —vRAME — — —
=v

 

WATER UNE

   

Od.

150

 

 

RAMP END VIEW

 

RAMP DEPTH

 

p=? 000 TO 15000715
50 rr. © 7 00

 

 

 

 

 

 

 

 

 

 

 

 

2-Ni2 BARS IN TOP
UNDER DECK MESH

~

OF ALL “nese |

 

 

 

 

 

 

 

 

—
\

 

. eo l-|

TYP BEAM DETAIL
SCALE 1:20

JSP-208 PERIMETER FRAME
, “TYPICAL TO ALL PONTOONS

100 THICK CONCRETE DECK
- 1 LAYER G445A MESH 40mm
COVER TD EXPOSED SURFACES

Les

2-Nxé BARS IN BOTTOM
| OF ALL BEAMS 25 COVER

[G44asa MESH

Ie

 

 

 

 

     

 

 

  

 

 

 

 

 

 

 

 

 

 

 

Doeeceseee-sftl DST TIPE Ee]
38 se ke l wi SOEF T “HAND ax Be
esseeeeee5e =5 | < of Js. eee eee HS
Tt = H=/° P= SSS = ppt
it
/+-———6000 TO 10000———-_
S001 =e, 509 --| :
— 8000 TO 1000s" _5
pete a ae aioe pt. 2 NOTE: : sie, Lo Ab Lacs
oF SPE a se ae seers
qu n noe I $2 T BEAMS NOT REQUIRED FOR PONTOONS a. on | at Tr | -~ 300
Le en 8 | BOB LESS THAN 8000 IN LENGTH Be 3% © gay BIGHT” HAND " ol.
SRR rr 8 a= GO | _ _ Who --=4-] 32
i i piss SSSaT eRe
i |i
[/+-———10100_ TO. 15000-——— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | 380 STAND seb FREEBUARD
EQUAL & NOT TO SCALE ,
500-4 s FOR FLAT DECK PONTOUNS
rE [PsPacinc’| a tS. “500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION "
| ea ] E SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS — . - - -LLWATER LINE
see eee SSS q Q
r TEA ‘Tey & 25mm THICKENING ALONG ALL
as 2 SIDES WITH 200 WIDE SL8
beee tito ad 7 B MESH STRIP UNDER ANCHOR. WEB
7 '
¢ . j
Le root ere asaya Se eT
\ TYPICAL 30q X 120 TRANSVERSE END
MAX DRY STORED BOAT DISPLACEMENTS _ wy \ FAM TO BG INCLUDED IN ALL FLOAT
PONTOON |PONTOON WIDTH |PONTOON WIDTH | Isp-208 150 ||! ws
LENGTH | 3.5m - 4.5m 5m, MINIMUM FOR PONTOON SIDES-WHERE ANY PILE L | me = | eee ey
te BRACKETS, ACCESSORIES AND OR PONTOON +
15m CONNECTIONS ARE REQUIRED !
14m |
12m L ;
& Vo
10m a thi
9m = x 1
8m |
7m t- \
6m T 7 '
5m ISP-207 1sod \
MAY BE USED FOR PONTOON SIDES ONLY I
\

 

 

 

-740 STANDARD DVERALL
STANDARD FREEBOARD SCALE 1:50 !

FLOAT A BOAT RAMP OPTION

/ MOORING CLEATS
=<

 

4 sae :

 

 

 

 

j

 

FRONT ELEVATION

4
i

om

      

 

 

50 TYP. TO ALL BOTTOM CORNERS

 

670 STANDARD OVERALL _|
FOR FLAT DECK PONTOONS

NOTES: .

All concrete work to comply with AS3600. All concrete to be 50 MPo.
Cover to reinforcement to exposed surfaces to be 40mm minimum.
Reinforcing to be minimum of Smm bars at 100mm centres in each

direction U.N.O.

All aluminium work to comply with AS1664. All welds to be Smm crW.
All butt welds to be full penetration. Aluminium to be grode 6351-15.
Surfoce of aluminium in contact with concrete to be coated with zinc

cromate primer or equivalent.
Fabrication tolerance + Smm.

All bolts and fittings to be 304 or 316 stainless steel,

Flotatign to comprise of grade SL expanded polystyrene foom with
approved protective coating. The approved protective coating for the
impervious barrier to water & marine organisms;

pontoon will form an
and is! suitable for the marine environment.

Pontoons with Float-A-Boat ramps to have dry stored boat fully winched

onto pontoon with 1m clear at rear.

This pontoon

Australian Stondards. The pontoon will be stable ot
designed so thot when the specified live load is
distributed over half the width of the pontoon ond over the walkway;
there is not less thon 75mm of reserve freeboard; the bottom corner of
the pontoon does not emerge from the water, ond the angle of tilt will -

pontoon has been

not exceed 15.
MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41 m/s.

facility has been designed to comply with all relevant

 

 

es, The

 

 

 

THE MARINA SPECIALIST

 

 

 

 

 

 

 

CUENT: JiLRier PT 7 LTO

ME: PONTOON CONSTRUCTION DETAILS

—__+
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST”

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 2 INDUSTRIAL AVE Cardna ACN: 051 074 992 Lot 257 (S2) Noosa Poe
THE CALDUNDRA Cardno (Ole) Pyles ps, (07) 3369 9822
GED. AUSTRALA 4551 | Jie. § Greer Gt, son (A Few (07) 3369 9722 NOOSA MEADS SOE PATE 78/05 PRANG NO:
PHONE (07)5492 5925 . fooweng 4066. [email protected]. PROJECT: \ SHOWN 1 JSP-SD-100
8 7/6/08 | EACH N16 BEAM BARS REPLACED WITH 2-N12|_JSP Erey FX a 5492 6699 ECKED: Lele R.P.EQ. DATE: STANDARD DRAWING DRAWN” | CHECKED [DIMENSIONS ISSUE
\yo[_ DATE AMENDMENT ISSUE) SPEGTAL!S T {| 7667 ___jfe-s0-06 MA fg MILLIMETERS B Ad’)

 

 

7

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po

Page 26

 

Sunshine Coast ‘anbuse section FEES

Regional Council

 

CIVICA TYPE RECEIPT TYPE
SALE OF DOCUMENTS
Superseded Planning Scheme Documentation 520
Copy of Permit/Approval Letter 110

The Noosa Plan Documentation 111

APPLICATION FEES
Material Change of Use - Code/impact MCU

Consistent 521
Inconsistent 521
Assessment under Superseded Planning Scheme : 521
Modification to a Development Permit MOD DP : §21
Extension of a Currency Period . 521
_ Lot Reconfiguration RECONFIG ~ 521
Se Bldg Work assessable against the Planning Scheme 521
PRE LODGEMENT REVIEW /
Half Hour §22
One Hour 522
ADVERTISING : ns
» Purchase Advertised Applications §23
JETTIES . .
" Jetty Application Fee 23 2 524
Jetty Bond . 51
(Category 4)
BONDS
Performance Bond . 51
(Category 9)
SEARCH FEE
Search of Land Use Section file 112
@ Liquor Licensing Request : 113

Toran $ 237

NAME: “The. Jets, Specantrat
ADDRESS: 2 “Tl. hy eee ALA.
i CAL pw pear iss}

 

 

 

FILE NO: pol ae> DATE: 7/3 je

RECEIPT NO: AiG Signature of TP Officer: PS A peo

AUTHORITY NO: FASS \
. Vw

 

 

 

lof 2or0/ 424 (

Page 27

CALCULATION OF FEES

 

APPLICATION

FEE

TOTAL
FEES

 

MCU - CODE ASSESSMENT
Details of Development

Consistent 1.0
Inconsistent 3.0

FEE CALCULATION

 

MCU - IMPACT ASSESSMENT
Details of Development

Consistent 1.0
Inconsistent 3.0

>

FEE CALCULATION

 

OPERATIONAL WORKS
Details of Development

FEE CALCULATION

 

 

 

 

TOTAL FEES