08/0252 - Prescribed Tidal Works - Transport Type 6 - Commercial Marine [As Published] · 142008.252

Page 2

THE , Lom AY

 

 

 

 

 

 

sP

12 February 2008

Noosa Council
PO Box 141 /
TEWANTIN. QLD’ 4565

  

RE: CBD SETTLERS COVE P/L :
LOT 603 SP188270 SERENITY CLOSE
Previously described as Lot 4 SP100064
NOOSA HEADS. QLD 4567

   
  

Pursuant to the Coastal Protection and Management and Other
Legislation Amendment Regulation (No.1) 2005, we wish to make ~
application for Prescribed Tidal Works under the new Code that
was adopted on 17 November, 2005. \
Please find attached: ,
1. IDAS Aand P forms and Assessment Checklist :
2. Two full sets of plans including constructional details
3. Concurrence response from Queensland Transport (Regional Harbour
Master)
4. Resource, Entitlement from Department of Natural Resources a .
Water. As the application for resource entitlement was made to DNR el
W quite a while ago, their signed consent is on the older IDAS form.
We have made reference to this on the newer A form and note that the
Resource Entitlement is valid for applications lodged until July, 2008.
5. Required fee of $6,500. Please advise if this is not the correct fee and
confirm as to whether a bond payment is required.

Pursuant to Section 3.2.3 of IPA, we look forward to your Acknowledgement
Notice within 10 business days after receiving this application.

Yours faithfully
The Jetty Specialist

\/*h
S al

MRS TRICIA HOOPER
Applications Officer

   

2 Industrial Avenue, Caloundra Queensland 4551 Australia
Telephone 07 5492 5925 Freecall 1300 133 155 Facsimile 07 5492 6699 ‘Quaity
Web Page - www.thejettyspecialist.com.au Email - [email protected] Company

130 90022000
Ue Na OFC 42
Snes Arora

THE MARINA SPECIALIST PTY LTD TRADING AS THE JETTY SPECIALIST - ABN 32 010 633 119 EE
v)

Page 3

 

INTEGRATED PLANNING ACT 1997 Patt A, Version’ 3:0; 3 September 2007,

 
 

Part A

Common details

  
    

1. Can any part of the premises be identified by a street address or lot on plan description?

0 No - Answer Qt(a)
Yes - Complete Table B and answer Q1(b) and Qt(c)

Table B

 

 

SERENITY CLOSE NOOSA HEADS

 

 

 

 

 

 

 

 

 

1(b). Can the address be further described by shop/tenancy number or storey/level?
No ,
CL Yes - Complete Table C

1(c). _ Is any part of the premises strategic port land under the Transport Infrastructure Act 1994?
No
(1 Yes - Complete Table D

2, Can the premises best be identified by coordinates (e.g. for development proposed in waters, or ona site within a large rural tot)?
No
eS (Yes - Complete Table

3. Are the premises within or adjacent to a water body or watercourse?
LJ No

Yes - Complete Table F and answer Q3{a)

Table F

 

 

 

 

1 NOOSA INLET

 

3(a). _ Is any part of the development proposed in tidal waters (i. below high water mark)?
me)
Yes

If yes, is the land in either or both of the following -

« — Atidal area for a local government LJ No Yes - Complete Table G, Column 1
« A tidal area for strategic port land No {_] Yes - Complete Table G, Column 2

Page 4

INTEGRATED PLANNING ACT 1997 | Part A, Version 3.0, 3 September 2007
Table G

 

 

 

 

 

4. Whatis the total area of land that makes up the premises (i. the area covered by the application)?
[ Mesaae Area of land'above high water markoutsice watercour i

 
  

“body:or watercoui
28.00 [X]m2 [Shectares (Tick applicable unit)

 
 
  

 

10.35 [x]m? [J hectares (Tick applicable unit}

 

 

 

 

 

 

5. Are the premises currently used for any purpose?

[Xx] No

oO Yes - Ensure details of any existing use of the premises are provided in plans and documentation submitted with this application, @.g. location
and nature of existing uses, buildings, structures and services :

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

(No
Yes - Complete Table H and ensure the location and dimensions of each easement are included in plans, submitted with the application @

Table H

 

 

1 PUBLIC ACCESS COUNCIL

 

 

 

 

 
   

7, Are new uses proposed on the premises?
- [No :

[X] Yes - Provide details in Table |

 

 

 

 

 

Table |
1 PONTOON SYSTEM
8. Are new buildings or structures proposed to be erected on the premises?. ‘ @
[I No °

Yes - Ensure the nature, location and dimensions of the proposed new buildings, structures or services are included in plans, submitted with the
application

*

Page 5

 

INTEGRATED PLANNING ACT 1997 Part'A, Version 3:0; 3 September 2007

 

 

9. Whois the applicant for the application?

 

 

Company/organisation name
(if applicable)

 

CBD SETTLERS COVE PIL Zf- Pre Fesp. een 3IF
4 °P

 

 

 

 

 
  

First name

 

 

 

 

Postal address icio 2 INDUSTRIAL AVENUE, CALOUNDRA 4551

 

 

 

Contact telephone number [492 5925

 

 

 

Mobile phone number i : .

 

 

 

Facsimile number _ [5492 6899 ‘ ce

 

 

 

e-mail address , | : .

 

 

 

 

 

10. Does the application in involve a 2 State-ovmed resource prescribed by schedule 10 of the Integrated Planning Regulation 1998 (IP Reg) or
any other regulation?

(] No

x] Yes - Complete a new Table J for each State-owned resource and submit, with the application evidence of resource allocation or entitlement

Table J

 

   
 
    

“1 6. Land that is urlallocated State land under the Land Act 1994, other than to the extent that item 17 applies to the land, other than—{

 

 

Evidence the dept administering the Land Act 1994 is satisfied—{a) the development is consistent with an
{location / entittement; or (b) the development application may proceed in the absence of an allocation / -

ntitlement .
poo k
expiry

1 RENEE GRANT Senior Lands Officer DNR & W 21/01/2008 | 21/07/2008

 

 

 

 

 

 

 

 

 

 

 

 

11. Does the application involve tand other than State-owned land (i.e. privately owned land) and require owner's consent?

[X] No

Oo Yes - Complete Table K and submit, with the application, written documentation of all owner's consent

 

12. What are the other parts of IDAS Application Form 1 submitted with this application, and the other mandatory attachments and
‘supporting information accompanying this application, not identified in those other form parts?

 

 
  

 

 

 

 

Rea z as
Teagurce at oniTion planet swing Teer) 2a assessment ‘iesessment erage
1 PART P of Form 1 PRESCRIBED TIDAL WORK 08-Feb-2008 SS
2. |ASSESSMENT CHECKLIST _ {08-Feb-2008 | mail
. 3 PLANS MULTIPLE mail

 

 

 

 

 

 

 

4 ENGINEER'S CERTIFICATE STRUCT. DESIGN ADVICE 01-Nov-2007 { mail

 

Page 6

INTEGRATED PLANNING ACT 1997 Part A, Version 3.0, 3 September 2007

 

43, Is payment of a Portable Long Service Leave (PLSL) levy required for building and construction work before a development permit for
the application can be given?

No
C1 Yes

13(a). Indicate the reason PLSL is not applicable

oOo The application is not for building and construction work under the Building and Construction Industry (Portable Long
Service Leave) Act 1991, section 3AA (e.g. the application is only for a change of use or for the following types of work carried
out solely for farming purposes: land clearing, site preparation, earthworks, fences, fodder harvesting, clearing of encroaching
vegetation, clearing of regrowth, thinning vegetation or controlling weeds or pests); or

[XJ All costs, that relate to the work both directly and indirectly, are less than $80,000, inclusive of GST; or
(1 The work is being cartied out under an owner-builder permit issued under the Queensland Building Services Authority

Act 1991- Complete and submit a QLeave Notification and Payment Form (no payment required if owner-builder permit number
stated). The receipted form must be sighted by the assessment manager before a development permit can be given

 

OFFICE USE ONLY

 

   

 

 

Date Received | .

   

 

 

 

 

Reference Numbers 06) 342-
2}

 

ls a QLeave Notification and Payment Form required for this application?

(No

LD Yes - Complete Table M

 

 

To Council

 

 

 

BSA Cerification runiber, Building:

 

 

 

 

 

 

 

 

 

Page 7

    

   
 
 
 

04 JuL 2007 YW

‘Coirimon de

Part A, Version 2.4, 29 May 2006

 

The completion of all applicable questions on Part A is mandatory for ail applications. Part A must be accompanied by the completed IDAS Assessment Checklist if
required, and by one (1) or more other completed parts of the Form as required. For more information on the parts of the Form refer to www.ipa.qid.gov.au.
Any infomation requested in the form may be provided in.an attachment to the application. For further information about completing the following details, refer to Guide.1.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Description of land 1. Street address: fneludinghouse number, street name, suburbvlocality name & postcode) {if applicable)
Allland the subject of the application, must be A
identified. Howaver, a description of the tand is not | Serenity Close, Noosa Heads 4567 |
required in relation to a mobile of temporary
Environmentally Relevant Activity (ERA). 2. Name of water body or watercourse, within which the development is proposed: (if applicable)
Advice for completing Q2 - Q2 applies if , { Noosa Inlet } .
development is proposed within a water body or — 7
walecourse. 3. Lot on plan description (eg. Lot 123 on RP 4567) / GPS coordinates:
Advice for completing Q3 - Most land can be
identified by a tot on plan description. These details | Lot 4 SP 100064 |
be obtained from title d ts or through th eee
eagoemnen 14, The above description is for: (tick applicable box)
However, if the land on which the development is (1 (i) the land on which the development is proposed; or
ed does not have a tot description (i.e. 7 ee tie ge :
CS Ee a amtsbaren [XI (ii) the land adjoining the water body or watercourse, within which the development is
watercourse) provide — proposed; or
i) the lot on plan description for th 30
Oe winabaentieed or C1 (ili) the water body or watercourse.
ii) GPS coordinates where there is no
" adjoiningfadiacent land (eg. in Moreton Bay), §. Shop / tenancy number: 6. Storey / level: 7. Total area of land: (m? or ha):
Advice for completing Q7 - Q7 does not apply if tha
development is within a water body or watercourse. LNA | | NIA | NIA |
Advice for completing Q8 - 08 applies if 1 i, te a . . .
development is within a local government area, 8. Local government area in which the land is situated: (eg. Esk, Hervey Bay, Woocoo etc.) (if applicable)
Hts Aces bw igh watermark no win a | Noosa
government's area unless provi under
Local Government Act 1993. 9. Port authority for the strategic port land or strategic port land tidal area on which the
Advice for completing Q9 - Q9 applies if i . i a) fi .
_ developments on stategio portland ora strategic development is proposed: (eg. Port of Brisbane, Port of Townsville) (if applicable) 5
port land tidal area. For more details refer to Guide 14 NA
Proposal details 10. Existing use of the land: (ég. vacant, single house, shop etc.)
rete eax | [VACANT |
11. Proposed use of the land: (eg. 6 unit apartment building, 30 lot residential subdivision, ERA for aquaculture in
ponds with a total area of 7 ha for which wastes are released into waters etc).
[ Pontoon system |
Other applicable parts of Form 1 12. Other parts of Form 1 completed as part of this application: (eg. Part D, Part I, etc)
Part A must afwayg be accompanied by other :
completed parts of Form 1. For information about [Pa& IDAS Assessment Checklist
when a part of Form 1 may apply refer to Guide 4
Applicant details 13. Applicant's name: 15. Contact person:
‘Clearly identify who is making the application. The Jali
apalicant need not be the owner ofthe tand. [ cao Settlers Cove Pty Ltd | | The Jetty Specialist |
When signing and lodging this application 14. Contact number: 16. Facsimile number/e-mail address:
The applicant is responsible for ensuring the
information provided is correct. The assessment [ 07 8492 5925 Lo7 5492 6699 |
manager, any referral agency & the Chief Executive
(where applicable) wil rely on this information when | 17. Postal address:
assessing and deciding the application. A
Withespatcat a companys comtact person | 2 Industrial Avenue, Caloundra 4551 |
must be shown. 18. Signature: 49. Date:

 

 

 

 

 

 

 

 

X 87/6 (Rost

 

Lim —4

 

 

 

Gary ew ey Attorney )

Page 8

INTEGRATED PLANNING ACT_1997

Land owner’s consent (if applicable) 20.

Section 3,2,1(3) of the IPA prescribas that an
application must contain, ar be supported by, the
written consent of the land owner/s, if the application
involves:

(i) a material change of use;

(ii) reconfiguration of a lot;

(ii) work on land betow high-water mark & rot within a
canal as defined under the Coastal Protection and
Management Act 1995;0r

(iv) work on rail corridor and defined under the
Transport Infrastructure Act 1994,

Section 3.8.1{2){a) of the IPA provides that

landowners consent is not required for a mobile or

temporary ERA.

For more information refer to Guide 1.

Part A, Version 2.4, 29 May 2006
Land owner's consent to the making of this application: *

 

 

Name Signature Date |
i
wo © fo, of
es
“Ww po Pe

yrs ores .

 

 

 

 

 

 

Resource entitlement (if applicable} 21.

Section 3.2.1(5) of the IPA requires evidence of
resource entitlement be given for applications that
involve a prescribed State resource.

Section 3,2.1(10}{a}(i)) of the IPA prescribes that an

application cannot be taken to be properly made 22.

 

without evidence of the resource entitlement.

Advice for completing Q21 & 22

Refer to schedute 10 of the integrated Planning
Regulation 1998 ihat prescribes the nature of evidence
required by the State in support of the lodging of this
development application.

Advice for completin 23.

The Information in (i) - (v) is mandatory if evidence is
required under 022 (ii) ar (iii) above.

The official stamp of the Department of Natural
Resources, Mines and Water is mandatory where the
application involves any water or riverine quarry
material under the Water Act 2000.

Section 3,2,1(5A) altows the resource manager to limit
the time the evidence may be used. Q23 (vi) must be
completed if the evidence is time limited,

Does this application involve a State resource prescribed under a regulation (other than involving
quarry material on State coastal land under the Coastal Protection and Management Act 1995)?

LINO - go to a24 El YES - go to. a22

This application is accompanied by evidence: (tick applicable box)
CO (i) of the allocation of, or entitlement to, the resource - attach evidence and go to Q23(v)

C1 (ii) the chief executive of the department administering the resource is satisfied the

development is consistent with an allocation of, or entitlement to, the resource - go
to Q23

& (iii) the chief executive of the department administering the resource is satisfied the ‘
development application may proceed in the absence of an allocation of, or
entitlement to, the resource - go to 023

Evidence of the resource entitlement:
(i) Resource entitlement / authority details
[ Lot 4 on SPiInAOeY |

(vil) Official stamp of the department

administering the resource (if
applicable}

  

(ii) Name of delegated officer . &
Rene. cory hp fee,
(iii) Position of delegated officer "Or, Cre,
ae,
"0
(iv) Signature of delegated officer Ny wr, ye
"al poor
Soup hag

 

 

 

[adifofroos

date of evidence (if applicable)

 

 

Assessment triggers 24.

This checklist does pot apply if the application requires
the completion of Parts A and B of the Form onty. It
must be compieted for all other applications.

ts the IDAS Assessment Checklist completed and attached to this application?

YES (11 NO - the assessment manager may refuse to accept this application on the

grounds that the application has not been properly made

 

Plans / drawings / reports 25.

An application should be accompanied by details to
support the proposal & enable the assessment
manager, referral agencies and any person viewing
the application during public scrutiny or public
notification to understand the scope of the proposat
and any potential impact.

 

Plans/drawings/reports accompanying this application:

 

 

 

Plan / Drawing / Report Number Title Date

JSP-CP-490D LAYOUT & DETAILS 27104/07
(i) JsP-cp4giOSS~*~*~*«~CELEVATIONN, =O, 27104107
“(iy Jsp-cpagarSS”~=«* Ste LAYOUT. 27/04/07
‘(wy JspcpagsaSSC* CATWALK 27104107

 

 

 

 

 

 

PLEASE NOTE: The assessment manager may refuse to accept an application that, at the time of lodgement, fails to provide all applicable information required by Part A
and any other relevant part of Form 1.

OFFICE USE ONLY (applicable to assessment manager's)

| FEE ®)] RECEIVED

RECEIVING OFFICER'S REFERENCE
NAME/S NUMBERIS.

 

To.

Date ofengagement’ / /

 

Notification of Engagement of Private Certifier (Optionat format)

Accreditation Number.

Council. | have been engaged as the private certifier for the building work referred to in this application,
1

___ Name; Signature:

 

 

Page 9

 

INTEGRATED PLANNING ACT 1997 so - Part P,Version.2.0,.3. September. 2007

Se:

   
 
 

   
 
 
 
 

Form 1 Development Application

- Part P

Prescribed tidal work

 

 

 

 

 

 

 

 

 

 

 

tag Nalore of use. [eer ee ee |
aaa pan pansies ad
. OC Private use
i) - Jetty, pier or wharf
Ot typ (Non-private use
: . (1 Private use
ii Boat ramp or spillwa
O Porspiiway [J Non-private use
. : CO Private use
i Mooring pile X] Development Permit
QO fii gp [JNon-private use .
O WW) Deck or boardwalk [Private use : , L Preliminary approval
: CINon-private use :
[&] Private use .
x} Pontoon 61,459.20
) [1 Non-private use s
: Private use
O wi Revetment, sea wall or retaining wall O .
(J Non-private use
me) Other (e.g. abutment, basin, bridge, breakwater, dam, dock, dockyard, embankment, groyne, pipeline or other underground service etc.) -

 

 

Complete Table A

 

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

‘ [X] No

Oo Yes - Submit, with the application, photos of any constructed neighbouring structures, or information about approved but unconsiructed
neighbouring structures.

 

CO No
Yes

3{a)_ What is the nature of the evidence?
J Letters of support from adjoining property owner - Submit, with the application, the letters of support.

Plans illustrating a water allocation area - Submit, with the application, the plans illustrating the water allocation area.

 
   

4. Has a Registered Professional Engineer of Queensland (RPEQ) or interstate equivalent certified that the works comply with the design
and safety provisions of the State IDAS code for Prescribed Tidal Works contained in the Coastal Protection and Management
Regulation 2003?

OO No

Yes - Complete Table A

Page 10

INTEGRATED PLANNING ACT 1997 Part P, Version 2.0, 3 September 2007

Table A

(Qld) P/L
1667
Box 388, Toowong 4066
3369 9822
3369 9722
GIJSP-CP-490E/JSP-CP-491E/JSP-CP-493C/JSP-CP-494C

 

 

 

(i) The Tocation and dimensions of the proposed tidal work in relation to the lot/s abutting the proposed

 

 

 

 

work and the tidal land on which the work is proposed to be located XX] Confirmed .
(ii) Allother structures on the waterfront and within 20 metres of the proposed works [X] Confirmed mail e
(iii) The current location of Lowest Astronomical Tide (LAT), Highest Astronomical Tide (HAT) and F

Mean High Water Springs (MHWS) Confirmed mall
(iv) The slope angles of the beds and banks of the tidal area [X] Confirmed — |} mail

 

(v) Details of the proposed work in accordance with the IDAS code for prescribed tidal work in the .
Coastal Protection and Management Regulation 2003, schedule 4A (e.9. physical appearance, lighting, Confirmed mail
signage, earthworks, public access, infrastructure, Structural components, engineering design standards)

 

 

 

 

(vi) The finished levels of the proposed works Confirmed mail
[X] Confirmed
(vii) Details of the largest vessel, if any, to be moored at the structure mail
([] Not applicable
(vii) Evidence that the proposed work will not prejudice the access rights of adjoining property Confirmed mail
owners. :

 

[_J Not applicable

 

 

 

 

 

 

OFFICE USE ONLY

 

 

 

 

 

 

Date Received Reference Numbers i @

Page 11

 

IDAS Assessment Checklist, Version 21.0, 3 September 2007

IDAS

Assessment Checklist

 

 

 

 

Ifunsure, phone or visit your local government or log on to the IPA website for help.

 

Does.the application seek approval to materially change use of the premises?
ifyes - complete Section 2 of this checklist

Does the application seek approval to reconfigure a lot?

ifyes - complete Section 3 of this checklist and Part F of IDAS Application Form 1 . CYes |[x]No
Assessment is by the local government

Does the application seek approval to carry out operational work? .
if yes - complete Section 4 of this checklist [x] Yes |[No

0 Yes |] No

 

 

 

 

Does the application seek approval to carry out building work requiring assessment against the Fisheries Act 1994? Yes |pe1No
if yes - complete Section § of this checklist ;

Does the application seek approval to carry out building work requiring assessment against a local government planning

scheme?

if yes - complete Part E of IDAS Application Form 4 L1 Yes |f]No

Assessment is by the local government

@ Does the application seek approval to carry out building work requiring assessment against the Building Act 1975?
if yes - go to Appendix 1 of this checklist for advice on building referrals. Complete Part B of IDAS Application Form 1 Yes |[x]No-
Assessment is by a building certifier

 

 

 

 

 

 

  

 

 
 

 

   

 

HERITAGE: cc. fee
141 Is any part of the proposal intended to be carried out on a registered place under the Queensland Heritage Act 1992?

No

(1 Yes

IPA, schedufa &, part 7, tabie 5, dom 2
IP Ragelation, scheduls 2, nn 18
ms used ii development) -

         
 
 

 

   

 

RE ean ee atm a sigs Eg are
is 2
4.2 Does the proposal involve removing quarry material from a watercourse or lake as defined under the Water Act 2000?

No
[ Yes

Page 12

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 21.0, 3 September 2007
IPA, schedule 8. part 4, table §. tem 1
IP Regulation, scheduls-2, iable 2, tem 11

   

IP Regilaiion, schedule 1, table §, item 2 (witd river area}
Water Act 2080, section 966C
Wild Rivers Act 2008, section 434

 

OO Yes

  

IP Regulaticn, schedule 2, tabie t and 23

Environmantai Protection Act 1994, section 73AA {wild river area}
Wid Rivers Act 2008, section 43A ‘

 
     

HEL SE ALOR TA a a
1.4 ls any part of the premises within the limits of a port under the Transport infrastructure Act 1994?
[—X] No
LC] Yes

1S and 16 . . @

IP Regulation, schedule 2, table 2, i

 

 

15 Does any part of the premises adjoin a declared fish habitat area under the Fisheries Act 1994?

[X] No

O Yes - if answers to questions in other sections of this checklist indicate that the proposed development is assessable under IPA,
Schedule 8, this application requires assessment by the Department of Primary Industries and Fisheries (DPI&F). If DPI&F is not
the Assessment Manager for the application, the agency has jurisdiction as Advice Agency.

JP Regulation, schedule 2, table’ 2, tem 26

    
   

oe uot

1.6 (s any part of the premises designated for community infrastructure?
[x] No
CI Yes

IP Regulation, schadula 2, iable 3, item 7

 

C1 Yes

iP Regulation. sohedile 2, table 3, tent §

    

41 “Is any of the proposed operational work assessable under a planning scheme?
[K] No - Go to Question 4.2 below
oO Yes - Complete Part E of IDAS Application Form 1 and Questions 4.1.1 - 4.1.8 below

   
   

42 |s any of the proposed operational work associated with reconfiguring a lot, if the reconfiguration is also assessable?

No
( Yes

IPA, schedule & part 1, tabie 4, iteni 2

iP Regulation, schedule 1. part 2. tabie §, item 7{e}

Wild Rivers code (Note: ihe code does no! currently contain epplicabte provisions for residential, industrial or commercial development inside a Cosignated urbait
area}

 

 

Page 13

 

IDAS Assessment Checklist, Version 21.0, 3 September 2007

INTEGRATED PLANNING ACT 1997

 

43. Isanyof the proposed operational work fo the clearing of native vegetation to which the Vegetation Management Act 1999
applies?

     
  

. schedule 2, fable 2, item & (vegetation clearing}

in, schedule 2. fable 2. item 3d (koala conservation)

fearingtwild river area}
on Clearing/wild river area}

 

44 ls any of the proposed operational work to allow, under the Water Act 2000, for taking or interfering with water from a
watercourse, lake or spring (other than under the Water Act 2000, section 20(2); (3) or (5)), or from a dam constructed on a

watercourse? -
_[X] No
oO Yes - This application requires assessment by the Department of Natural Resources and Water {NRW). if NRW is not the Assessment
Manager for the application, the agency has jurisdiction as Concurrence Agency

e IPA, schedule 8. part 1, iable 4, tems 3fa)
IP Regulation, schedule 2. lable 2, tom &
IP Regutation, scheduie 1, part 3, iabie 4, tems 3 and 3A

f Act 2000, section 366: "i

vers Act 2005, section 434

45 Is any of the proposed operational work to allow, under the Water Act 2000, for taking or interfering with artesian water?

Dx] No

oO Yes - (Complete Part K;) This application requires assessment by the Department of Natural Resources and Water (NRW). If, NRWis
not the Assessment Manager for the application, the agency has jurisdiction as Concurrence Agency.

    
 

IPA, schadule 8, part 7, lable 4, tem 3/6)

IP Regulation. schedule 2, table 2, item 8

IP Reguiati ion, schedule 7, part 3. table 4, tem 3

Wild Rivers code (Note: the code does not cutrenlly contain applicable provisions far taking

 

 
 

 

or Interferirig with artesian waien)

46 Is any of the proposed operational work to allow, under the Water Act 2000, for taking overland flow water?

[x] No

(C1 Yes - Answer (a) and (b} below
IPA A, schedule 8, part 1, table 4, dem 3fchi}
e@ P Reguiation, schedule 1, part 3, ta!

Water Act 2600. section 966,
Wild Rivars Act 2005. section 4:

 
  
  

47 Is any of the proposed operational work to allow, under the Water Act 2000, for taking or interfering with subartesian water?
[X] No
Cl. Yes

iPA, schadule 8, part 1, tanle 4, tem Jichii}
ip Regn Hon. schedule 2, fable 2, tern 78

 
 
 
  

 
 

aration ideniifies taking or interfering with subacesian water a3 assessabla}
ns for sub artesian water)

48 Is any of the proposed operational work to allow, under the Water Act 2000, for interfering with overland flow water?

[X] No

LJ Yes - Answer both (a) and (b) below

 

lable 4, tenis Uch{i} and 3a)
2 me 2, Hem 9

IPA, schadule 8, part 1,
Ip Regulation, sched

 

   
  
 

Ww Weter Act 2006, section 266 (veld river area}

Page 14

INTEGRATED PLANNING ACT 1997 . IDAS Assessment Checklist, Version 21.0, 3 September 2007
49 {s the proposed operational work for the following?

« For the construction of a referable dam as defined under the Water Act 2000 —)] No DD Yes /

© To increase the storage capacity of a referable dam by more than 10% [x] No OO Yes t

{f yes to either or both - (Complete Part Ks) This application requires assessment by the Department of Natural Resources and Water (NRW).
if NRWis not the Assessment Manager for the application, the agency has jurisdiction as Concurrence Agency.

IPA, schedule 8, part 1. tabis 4, tem 4
IP Regulation, schedule 2, table 2: item 10

 

4.10 ls any of the proposed operational work tidal work, other than excluded work defined under the IPA?

(No

[X] Yes - Answer (a) and (b) betow

_{a) Is any of the proposed tidal work prescribed tidal work?

Yes
O] No
{f yes, is any of the proposed prescribed tidal work to be carried out in a wild river aréa declared under the Wild @
Rivers Act 2005?
[X] No
-E Yes
If no, is the work proposed in a canal? .
No
CI Yes

If no, is any of the proposed tidal work for a marina with more than 6 vessel berths?

x] No - (Complete Part P). if the Environmental Protection Agency (EPA) is not the Assessment Manager for
the application, the agency has jurisdiction as Concurrence Agency. The application also requires
assessment by Queensland Transport (Maritime Safety Qid) as Concurrence Agency.

(1 Yes - (Complete Part P). if the Environmental Protection Agency (EPA) is not the Assessment Manager
for the application, the agency has jurisdiction as Concurrence Agency. The application also
requires assessment by Queensland Transport (Maritime Safety Qld) as Concurrence Agency and
Qld Fire and Rescue Service as Advice Agency.

(b)_ Is any of the proposed tidal work to be carried out in one or more of the following tidal areas?

. One only local government tidal area “L1No - Yes @
 vemment tie aesoulinno sttegieporttdelaea) BNO] Yes

e oer or mor socal government tidal areas but not starting in either local No o Yes

. One only strategic port tidal area No C1 Yes

. Atel area that is not a strategic port tidal area or a local government tidal No Cl Yes

IPA, schedule 8, part 7, table 4, fem §

 

4.14 \s any of the operational work proposed to be carried out within a coastal management district?

(J No
[x] Yes

Page 15

 

INTEGRATED PLANNING ACT 1997 . IDAS Assessment Checklist, Version 21.0, 3’Septemiber 2007
If yes, Is the proposed operational work for the following?

Interfering with quarry material on State coastal land above high-water mark [x] No Yes

e Disposing of dredge spoil or other solid waste material in tidal watera ‘ [x] No 0 Yes

¢ Drainage or allowing drainage or flow water or other matter across State costal land above [x] ‘No OYes
high-water mark ,

¢ Constructing or installing works in a watercourse where the works are not assessable under [x] No Yes
IPA, schedule 8, part 1, table 4, items 3 or 4 ot

e Reclaiming land under tidal watera [—K] No OYes
© Constructing an artificial waterway, other than a canal, associated with reconfiguring a lot [x] No 0 Yes

¢ Constructing an artificial waterway that is a canal, associated with reconfiguring alot  [] No 0 Yes

¢ Constructing an artificial waterway not associated with reconfiguring a fot on land, other than {&] No Yes
State coastal land, above high-water if the maximum surface area of water on the waterway
is at least 5,000m2

e Constructing a bank or bund wall to establish a ponded pasture on land, other than State {%] No [Yes
coastal land, above high-water mark

¢ Removing or interfering with coastal dunes on land, other than State coastal land, that is in [%] No OO Yes
an erosion prone area and above high-water mark

IPA, schedule 8, part t, table 4, tem §

IP Regi tton, achediile 2, tabie 2, lenis 12 and 14

3. table 4, items 4A and 5

lagement Act 1995 Act 1995, section 1044 {wild river area)
thon ¢3A

   
  

 

 

4.12 ts any of the proposed operational work for constructing or raising waterway barrier works under the Fisheries Act 1994?
No
0 Yes

IPA, schedule 8, part 1, fable 4, tem &
IPA, soheclule 8, part 2. tabie 4, Kem 2

 

 

4.13 Is any of the operational work proposed to be cartied out completely or partly within a declared fi sh habitat area under the
Fisheries Act 1994?
~ >] No
0 Yes

IPA, schedule 8, part
IPA, schedule 8. pa

    
   

He {, part 3, table 4, tem 7
5, sections $34

  
    

 

 

4.14 Is any of the proposed operational wo work removing, destroying or cama marine plants under the Fisheries Act 1994?

[K] No
CO Yes
IPA, schedule &, part 1, table 4. item 8

IPA, schedule 8, pari 2. table 4
IP Regulati

Page 16

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 21.0, 3 September 2007

     

 

4.15 Is any of the operational work proposed to be carried out in a wild river area declared under the Wild River Act 2005?
[x] No .
OO Yes
IPA, schedule & part 1, fabie 4. tem 12

IP Reguiation, sohedule 2. table 2, item 37
Wild Rivers Act 2005, seciions 42, 434

   

\s any part of the premises within 100m of a State-controlled road, or part of a future State-controlled road?

—X] No
LI Yes

IP Regulation, schedule 2, fable 2, kem 3

 

Disclaimer:

While the Department of Local Goverment, Planning, Sport and Recreation (OLGPSR) believes that this information contained on this
form and provided as part of this process will be of assistance to you, it is provided on the basis that you will not rely on the information
without first making your own enquiries regarding the interpretation and application of the applicable legisiation te your circumstances. e

To the full extent permitted by law DLGPSR expressly disclaims all liability (including but not limited to liability for negligence) for errors

or omissions of any kind or for any loss (including direct and indirect losses), damage or other consequence which may arise from your
reliance on this process and the information contained on this form

 

 

 

 

 

 

Proposal ID

 

 

 

 

 

 

Page 17

EGELVE
2.NOV.2002

B Yi cnncccccnsocsoeeroe=

Our Ref A7900/05-018

Contact Paul Catver

1 November 2007

The Manager

The Jetty Specialist Pty Ltd
2 Industrial Ave
CALOUNDRA QLD 4551

Dear Sir,

Structural Design Advice

 

Cardno
Ullman& Nolan

Shaping the Future

Project: Pontoon, Piles & Catwalk
. Owner: Noosa Shire Council
Address: Lot 4 on SP 100064, Noosa, QLD

We, Cardno Ullman & Nolan 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),

listed below.

Basis of Design Advice

¢ The works do not
existing structures.

based on the design criteria, and assumptions

impose loads that’ would significantly affect

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

Maximum Wave Height

Wind Classification
Max. Current
Scour

Debris Load

Impact Loads

Max Vessel Size berthed
Relevant Codes

600mm wind wave

400mm 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
15.0 metres length (wet) & 5.0 m beam (wet)
AS1170, AS 3962 and AS 3600, except where
varied by the Prescribed Tidal Work Code

L:AA7800-051Sub018 - Noosa Shire CouncillWord\Design Advice2.doc

Cardno Uliman & Nolar

Pty Ltd
ABN 36 103 205 170

- § Gardner Close Milton Q 40:

PO Box 388 Toowong
Queensland 4066 Australia
Telephone: 07 3100 2199
Facsimile: 07 3369 9722 :
International: +61 7 3100 21:
Email: [email protected].:
Web: www.cardno.com.au™

Cardno Offices
Brisbane
Sydney
Canberra
Melboume
Perth

Darwin

Caims
Townsville
Mackay
Rockhampton
Hervey Bay
Sunshine Coast
Toowoomba
Gold Coast
Gosford
Baulkham Hills
Bussetton

Papua New Guinea
Indonesia

Vietnam

China

Kenya

United Arab Emirates
United Kingdom
United States

  
 

oes.

Consuting Engineers CERTIFIED OUALITY
Ars ANAGZOONT SYSTEM

a4

 

Page 18

 

. >
1 November 2007 cr Cardno
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 actual site
conditions be inferior to those assumed. If ground conditions other than those described above are
encountered during construction or seabed levels encountered are deeper than those shown on the
drawings, further advice should be sought. :

This design advice relies on-designs (eg catwalk) 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

Drawing No. JSP-CP-490 E
Drawing No. JSP-CP-491 E
Drawing No. JSP-CP-492 G
Drawing No. JSP-CP-493 C
Drawing No. JSP-CP-494 C

Competent Person Details

Name: Paul Calver BE RPEQ 1667

Name of firm for and on behalf person is signing:
Cardno Ullman & Nolan Pty Ltd
Level 1, 5 Gardner Close
MILTON QLD 4064 1

Postal address:

PO Box 388
TOOWONG QLD 4066

Phone: (07) 3100 2199 “Fax: (07) 3369 9722
Referencé: A790005-018

Signature of competent person:

Oh

for Cardno Ullman & Nolan

Replaces Design Advice dated 3 October 2007

LAA7900-O5'Sub018 - Noosa Shire Council\Word\Design Advice2.doc

Page 19

 

   

- oe
| oh 15 MAY 12007 | Queensland
ys. men
BY bececceceee---. Y* Governme
14 May 2007 Maritime Safety

The Jetty Specialist
2 Industrial Avenue
Caloundra Qld 4551

Dear Sir

” Tidal Works — Request for comments

Queensland

Queensland Transport

Pontoon - Settlers Cove Developments, Serenity Close, Noosa Heads (Lot 4 on SP100064)

Thank you for your letter of | May 2007 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.

I. The contractor must build the pontoon according to The Jetty Specialist, Drawing No JSP-CP-

492, Issue No F attached to your letter dated 1 May 2007. °

No part of the structure or any ship berthed at this structure, is to come closer than 1.5metres.from
the side boundaries of the allocated water space as shown on the submitted water allocation plan
JSP-CP-492 Issue F.

In the absence of a designated quayline, the structure and any part thereof must not extend beyond
that of neighbouring approved structures.

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.

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.

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

Maritime Safety Queensland . Our ref 710/01487 P26880 F28 E20657

Marine Operations (Brisbane)
MacArthur Avenue East
Pinkenba Queensland 4008

ABN 13 200 330 520

Your ref

Enquiries Anne Senden

Telephone +61 7 3860 3536

Facsimile +61 7 3860 3571

Website = www.msq.qid.gov.au

Email [email protected]

Page 20

 

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

8. Any ship moored or dry berthed at this structure must not exceed the following sizes:

Wet Berth Dry Berth
Length Overall - 15.0 metres . N/A
Beam - 5.0 metres

9. 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

)
Captain Peter i

Acting Regional

mu

aybour Master (Brisbane)

   

Maritime Safety Queensland . Page 2 of 2

Page 21

*

 

 

 

 

 

 

 

 

 

 

 

| SECTION - VIEW

 

 

 

10mm H.D.P.£ CAPPNG PLATE
FULLY WELDED TO SLEEVE

H.D.P.E SLEEVE SHOWN CUT AWAY
STEEL PILE SEALED INSIDE SLEEVE}

12mm — 15mm H.D.P.E SLEEVE
EXTENDS TO 1.5m
BELOW SEA BED

 

 

 

 

THE MARINA SPECIALIST

TRADING AS ACN 010633119
THE

| Jer

2 INDUSTRIAL AVE
CALOUNDRA
QLD. AUSTRALIA 4551

PHONE (07)8492 5925
FAX (07) 5492 6899

STEEL PILE EXTENDS
TO REQUIRED EMBEDMENT

40M: 081 074 992

Ph (07) 3369 9622
Laval 1, 5 Gordnes Gloss, lélton 4084 Fox (07) 3369 0722

Email: [email protected].

  

 

.

amt SO9SA Counc
thus Cove Dew

   

PICTORIAL VIEW

 

L4me: STEEL PILE & H.D.P.E SLEEVE DETAIL ]

 

 

on STANDARD DRAWING

   
 

ATE: NOs;
6/11/06 _{ JSP-SC-045

 

 

 

 

 

 

 

 

 

—@

Page 22

 

 

“

 

 

 

 

 

 

 

    

   

  
 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BOUNDARY POINT
LAYOUT PLAN
SCALE 1:200
ih SETOUT POINT
oo a
ah
| ~~ &
SETOUT POINT 1 “7
BOUNDARY 2OIN SITE PLAN a
88 SCALE 1:5000 “7
“
SP188270
: . EXISTING TREES & VEGETATION a / / .
. TO REMAIN UNDISTURBED 1 | Pp
. . . /
SETOUT POINT 1 | / /
BOUNDARY POINT 24 : . . :
SP 188270 : | ly /
=
& '
Q
&
THE MARINA SPECIALIST oD Car une seu 061 ove a NOOSA. COUNCIL 4 TE: SITE PLAN & LAYOUT +)
8 2/10/07 PROPERTY OeTaLs upoaTED |g TRADING AS ACN 010635119 2 INDUSTRIAL AVE Caro (9 Ps oN 992 Hlers Cove De veleprnen .
3 B7/4/07] ENGINEER CHANGED TO. CARDNO £ Te CALOUNDRA n (07) 3369 9822 NOOSA
§ ie a BOUNDARIES CHANGED TO ORIGINAL E QLD. AUSTRALIA 4551 Leva 1, 5 Sarnes Cros ae 4064" ro (07) 3369 9722 SCALE: ma 3/01 DRAWING NO:
OCS om |E || eR ena ao ee eee
ol DATE ANENDMENT 1SSUE/ SPeocTAULTS T oo VEGF (27) FOR SETTLERS COVE DEVELOPMENT |") ‘aprowsumHO™} wiLLMETERS G Jy

 

 

 

pe . |

Page 23

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i ‘
¥
| |
T 21000. ;
! :
. 4 3500
: 4066 580 kNm
Lae MHW.S STEEL PILES WIT
: , H.D.P.E SLEEVES
aia TOP OF RIVER BANK {
j .
4009 175kNm ROCLA PILES WITH PONTOON
ALUMINIUM HEADSTOCK s
5 f>-—1800—~ o
oO.
TACTILE INDICATOR \ L SSSESSESESETSTEEEG $
4500 4 © feseseessassessases
O 4 = Serer : { LE pegsed
; sree i 3 Beseed
, » losoped
| 4500 , seed b
TIMBER WALKWAY Ss is FIXED CATWALK 8 8 ( 14000 HINGED CATWALK : peseed © 3
BY OTHERS ee 2000 CLEAR © % f 1500 CLEAR INTERNAL WIDTH ‘ Bsesed © 9
N Wow 0 ~ = : pecesg = ry ©
| INTERNAL WIDTH ‘ 4 sessed
' 1 esesed
Q L eseses
Le cos go fRGiniiid
IANO HINGE’ CONNECTION ; B fsspessessedeesses
: a 600 b—
FIXED CATWALK BOLTED TO
200 X 75 H.W TIMBER WALKWAY BEARER
WITH 5: M16 S.S BOLTS TACTILE INDICATORS
NOTES
GENERAL
ALL DIMENSIONS ‘ARE IN MILLIMETRES UNO. .
ALL VERTICAL INFORMATION IS TO A.H.D UNLESS SPECIFIED OTHERWISE.
ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS 3600 AND
THE SPECIFICATION.
. CONCRETE SHALL HAVE -A CHARACTERISTIC COMPRESSIVE STRENGTH (Fic) AT 28 DAYS 50
MPa. |
INE 1D gADINGS: . CLEAR COVER TO REINFORCEMENT SHALL BE 45mm UNLESS NOTED OTHERWISE,
Pontoon — 3.0kPa This pontoon facility has been designed ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316.
t — + . . STAINLESS STEEL BOLTS SHALL HAVE ROLLED THREADS.
raged Catwalk 5 OMeN to comply with all relevant Australian Standards ALL WELDING SHALL BE IN ACCORDANCE WITH 1554,
ALL ALUMINIUM MATERIALS AND WORKMANSHIP SHALL 8E IN ACCORDANCE “WITH AS/NZS
WIND LOAD: e 1664.1:1997 AND THE SPECIFICATION.
Terrain Category 2 ‘ ALL ALUMINIUM SECTION SHALL BE TYPE 6082 16 OR 6351 T5 EXCEPT FLOOR SHEET S083
. H3 21. 3
WAVE LOAD: ALL WORK’ SHALL BE NEATLY FINISHED WITH ALL EDGES EXPOSED TO PUBLIC HANDS TIG
. + . WELDED. ALL WELDING SHALL BE IN ACCORDANCE WITH AS 1665:1992,
Maximum wave height — 0.6m | WELDING SHALL SE CARRIED OUT USING ARGON GAS SHIELDING. i
IN BOLTED JOINTS, CONTACT FACES OF ALUMINIUM AND THREADS OF BOLTS AND NUTS
BERTHING: i SHALL BE COATED WITH 'DENSO’ MULTIPURPOSE PRIMER GREASE OR APPROVED EQUIVALENT
Moximum Vessel Length — 15.0m . 4 AT ASSEMBLY. }
Moximum Vessel Beam — 5.0m ALL ALUMINIUM WELDS SHALL USE AN E5554 FILLER WIRE. : i
- ; >)
THE MARINA SPECIALIST Card cum: Noasa Counc TE: LAYOUT & DETAILS
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Q@PGNG aw: 051 074 992 SETTLERS COVE DEVELOPMENT
THE CALOUNDRA Cardo (Qld) Pry Ltd Ph (07) 3369 9822 NOOSA
3 | 27/4/07 ENGNEER CHANCED 70 caRONO cree dap eacr cage | (Se se tytn 4084 ee ae eoea SAS 75 Par 0 /8/ 01 Pie cP 490
N P.O. Eox 388, Toowong 4066. Email: [email protected] | PROJECT: , : vsP—CP-49
2 5/0} SHELTER REMOVED, LAYOUT ALTERED PHONE (07)5492 5925 = - * PROPOSED PONTOON & LK :
ot /it/ot Sal ae Fax (07) 5492 6699 | | CHECKED: belle RPEQ. DATE ROPOS CATWALK TAT BY: DIMENSIONS ISSUE
o|_ DATE AMENDMENT "| 4667 2-/0-7. f M_ARROWSMITH {MILLIMETERS DE )

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
j

y

 

Page 24

i

 

 

R.L_41.185m

TIMBER WALKWAY
BY OTHERS

[50 —$

    

MAX. CATWALK SLOPE @ LAT =

|

1:14

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4009 175kNm ROCLA PILES WITH. ———~|

 

 

   
 

4008 175kNm ROCLA PILES WITH.

PILE R.L 0.9m

ALUMINIUM: HEADSTOCK

ALUMINIUM HEADSTOCK

5000 MIN. EMBEDMENT
INTO DENSE SAND
OR STIFF CLAY

 

 

 

 

 

 

 

 

R.L 3.6m

 

PONTOON R.L 0.98m
@ HAT

 

 

 

 

 

6000 MIN. EMBEDMENT
INTO DENSE SAND
OR STIFF CLAY

 

 

 

 

4066 580 kNm
|S TEL. PILES WITH

H.D.P:E SLEEVES

'
1
5

~M.LW.S

    

PONTOON R.L —0.02m
@ LAT

HAT R.L 0.58m
— MAWS RL 0.34m
AH.D RL 0.0m

R.L —0.28m

LAT R.L -0.42m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6
i i
: i
4
a
. 4 :
THE MARINA SPECIALIST Card cut: Noosa Council : TME: — ELEVATION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE eran o ACN: 051 074 992 SETTLERS COVE DEVELOPMENT \
LHe - CALOUNDRA Gardno (Qi) Py itd” ph (07) 3369 9822 NOOSA i
4 Baia ENGINEER CHANGED. 10. CARONO gE QLD. AUSTRALIA 4551 Level 1, 5 Gordner Close, Willen 4064 Fax (07) 3369 9722 " SCALE: DATE: » DRAWING. NO:
2 li2s2/oa] ueceR REMOVED PHONE (07)5492 5925-| |P.. Box S88, Toowong “056. [email protected] | PROJECT: PROPOSED PONTOON & CATWALK |__1:79 20/8/01 | sSP-CP—491
24/50/08 DETAILS ADDED. B FAX (07) 5492 6699 | | CHECKED: lx fe RP.EQ. DATE: . ‘ DRAWN BY: DIMENSIONS ISSUE
0} DATE AMENDMENT ISSUE) : re — | 67 3-7? -°7 i M_ARROWSMITH MILLIMETERS E a,
. ~ - i

 

 

 

 

Page 25

 

 

500 X 12mm WALL
HINGE. TUBES

 

 

 

dSPOO7—-RHS

 

WITH 258 °S.S
SOLID HINGE PIN

8

 

FIXED
CATWALK
BASE

x

 

 

 

DETAIL A
SCALE 1:10

 

250

10mm PLATE BRACE FULLY
WELDED TO EACH HINGE TUBE

& BASE END RAIL

 

 

Er

 

 

FIXED CATWALK BASE,

 

 

 

 

 

{Tor RAILS & ENDS i

CATWALK SIDE ELEVATION

=12100-—=——

 

DOMED
END

~.

qurToN EACH
F HANDRAIL
-\

 

 

ZS

NX

 

wz

ASS

 

 

r— 1800—~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DETAIL A
t 1000

 

 

50% X 12mm WALL HINGE TUBES
FULLY WELDED TO END RAIL ~

JSPOO6 RHS \
BASE RAILS & ENDS

WITH 259 S.S HINGE PIN

 

 

1207

ca ke 1500 _ INTERNAL W1OTH——+}

 

TS

1000
| sso

3 END VIEW
SCALE 1:20

50¢ X 5 TUBE HANDRAILS
WELDED TO 75 X SO X 6
ANGLE BRACKETS

fo 120

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK BASE PLAN VIEW °
TOP CHORDS NOT SHOWN FOR CLARITY
SCALE 1:75

4
\use-o18 100 RHS ~
UPRIGHTS & DIAGONALS

4mm _ ALUMINIUM PLATE STITCH WELDED
TO FRAMING & COVERED WITH AQUADECK

JSP-015 RHS CROSS BEAMS

 

 

 

 

& LONGITUDINALS TO BE USPOO9

A

 

 

 

 

OVERALL LENGTH

  

Qo
oO
©
14000 . 4 / 100 X .70@ ROLLERS
6mm PLATE RAMP
WITH AQUADECK TO SURFACE
7 / 40® X 3 HINGE TUBES
WELDED ALTERNATELY TO
TRANSITION PLATE & END RAIL
326 X 3.S.S HINGE PIN DETAIL B
50 X 6 FLAT BAR: ROLLERS & RAMP
SCALE 1:5

 

*ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.

*ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-TS. —

*ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL.
* ALL. ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665

* ALL WELOS SHALL BE 4 C.F.W. U.N.O. 5

 

 

 

 

4
2 / S30 X 6 FLAT'BAR

 

* DIMENSION TOLERANCES U.N.O. SHALL BE: :
FABRICATION — + 2.0 MACHINING ~ UP TO 10mm +0.1
> 10 TO 100mm £0.2
> 100mm +.0.5
ALL ANGLES, £1"
* REMOVE ALL SHARP CORNERS, BURRS & WELO SPATTER,

* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

 

   

4

100 X 10 CHEEK PLATES EACH
SIDE OF ROLLER FULLY WELDED
INSIDE BASE FRAME oe

970 NYLON ROLLER

 

<> © STIFFENERS @ 300 CRS

FULLY WELDED TO EACH HINGE TUBE

600.

     

BRAC

50 X 10 H.0.P.E WEAR PAD
FIXED UNDER RAMP END WITH

6mm S.S METAL THREADS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Le 1700 ; | : @ 100 CRS
INTERNAL BASE WIDTH LIVE DECK LOADING - 4kPo yo 12@ S.S_ ROLLER PINS
/ CONCENTRATED LOAD — 4.5KN “OVER Soom, DIA Aree WITH LOCKING: TABS - oy
THE MARINA SPECIALIST Card cuENT: Noga Council Te: CATWALK CONSTRUCTION )
TRADING AS ACN 010833119 2 INDUSTRIAL AVE @PGMG sen: 051 074 992 SETTLERS COVE DEVELOPMENT
THE CALOUNDRA . Cardno (Qi) Ply Lid Ph (07) 3369 9822 NOOSA
QLD. AUSTRALIA 4551 Level 1, 5 Gardner Close, Milton 4064 Fax (07) 3369 9722 SCALE: DATE: DRAWING NO;
_ PHONE (07)5492 5925 | [P.0- Box 388, Toowong 4066. : Email: [email protected]) | PROJECT: PROPOSED PONTOON & CATWALK AS SHOWN @ AW -13/5/03_ | JSP—CP-493
1/4/07] DECK PLATE INCREASED TO 4mm FAX (07) 5492 6699 OO oe RPE.Q. DATE: DRAWN BY: DIMENSIONS ISSUE .
Ol DATE AMENDMENT Mots 1667 Rx/ 0-07 { M_ARROWSMITH MILLIMETERS B iS /

 

 

y

 

 

Page 26

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

  

a 1 \
" 4500 - 4
5
J RAILS & ENDS | 120 | 120--—
— #2000 INTERNAL, WIDTH=
. . aN” 8 50¢ X 5 TUBE HANDRAILS
¥ ] WELDED TO 75 X 50 X 6
2 : ANGLE BRACKETS
: 8 °
: : = 8
- . a ® END VIEW
an {
t
[ im me oe LL Th tt iis fio i Re |
‘ . . : 6 ° e o
ey ; JSP-015 100 RHS ‘ Ye _s ; L
100 X:50 X 6 ANGLE STITCH : : :
UPRIGHTS & DIAGONALS: = 4mm ALUMINIUM PLATE STITCH WELDED . oS } ,
WELDED UNDER END FRAME TO FRAMING & COVERED WiTH AQUADECK . 4 2200
. JSPOO6 RHS SURFACE LEVEL WITH BASE |FRAME a INTERNAL BASE WIDTH
5 M16 S.S, BOLTS TO 200 X 75 H.W 006 RH ENDS | f

    

         

HANDRAILS BENT IN TO 50 GAP
TO HINGED CATWALK HANDRAILS

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150 BEARER FIXED TO TIMBER WALKWAY PILES

   

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*ALL ALUMINIUM FABRICATION: SHALL COMPLY WITH AS1664.
*ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-T5, .
*ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS. STEEL.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 4 C.F.W, U.N.O,
* DIMENSION TOLERANCES U.N.O, SHALL BE:
105 FABRICATION ~ + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2
a > 100mm + 0.5
. } . ALL ANGLES 1°

REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

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LIVE DECK LOADING. — 5kPo Ne

 

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. TACTILE INDICATORS = CONCENTRATED LOAD - 4.5KN CVER® 300%, Pia Aner |
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THE MARINA SPECIALIST Cerdno cut: NOasa Council +] ame: FIXED CATWALK CONSTRUCTION |
TRADING AS ACN 010633119 2 INDUSTRAL AVE wer my ACN: 051 074 992 SETTLERS COVE DEVELOPMENT
oy Fa ' QLD. AUSTRALIA 4551 Level a 5, Gordrer Close, Mion 4064 Fee (Oy asee ‘W12 NOOSA } SCALE: 4:20 ATE: 3/5/03 OR. Be 94
py PHONE (07)5492 5925 | [PO 7 og _____Emoll [email protected] | PROVECT: PROPOSED PONTOON & CATWALK =P
1/4/07) DECK PLATE INCREASED TO 4 8 mmmmemes ——FAX = (07) 5492 8699 | | CHECKED; - | DATE: DRAWN BY: DIMENSIONS ISSUE
of DATE AMENOWENT——_[ SSUB) SrPectratist Ce Eo (687 342-7) \ {| warrowswra | mumeters BC)

 

 

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100 X 12 BAR BOLTED TO INTO PONTOON FRAME TRCK tof 2
PONTOON FRAME WITH 3 oap— M20 SS THREADED BAR &
M20 S$ BOLTS 6 SOP OG Oe rae ELDED TO TAPPED & FULLY WELDED INTO a
ane penn NCEE ; fs X10 REINFORCING PLATE z
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FIXED TO:FRAME WITH \ Eg
SS SCREWS @ 300 CRS >
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6mm PLATE GUSSET =
TO BOTTOM CORNER OVERLAPPED BOLTED =
BOTH SIDES CONNECTION WITH =
1 M20 SS BOLT ol
£0 THROUGH BOTH BARS &
°o®@o & INTO PONTOON FRAME \ z
MPILE WALL |
°o©o “ 100 X 12mm FLAT BAR — 400 ,; 8
x FULLY WELDED : M.DP.E, GUIDE BLOCK &
“ OVERLAPPED BOLTED 4 S|
’ 9400 CONNECTION WITH , SECTION B |
a 2 M16 S.S BOLTS ‘ a
upp exe * HDPE, SLEEVE S|
: .D.P.E GUIDE BLOCK D- ‘\
575 FOR 4500 PILES WITH @ Ml2 S.S BOLTS IN 188 X 63 X276 CHANNEL b a
525 FOR 400@ PILES : Be SS PIN z
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3mm AL. TREAD PLATE DECK FIXED WITH : “on I
) 12g SS SCREWS @ 300 CRS TO FRAME 3 | a
INFILL PLATE TO BE SPLIT i toy a
» ALONG CENTRE & CUT AROUND PILE ay wet
» WITH 20mm CLEARANCE TO PILE ALTERNATE GUIDE ROLLER MAY BE 3
a ~) ' USED INSTEAD OF GUIDE BLOCK z
“ } to \ ete WALL 3
ve 12mm PLATE FULLY NOTES: fo
vf WELDED INSIDE FRAME * ALL ALUMINIUM WORK,7O COMPLY WITH AS1664. FS
°o© \ LY ©o ‘ * ALUMINIUM TO BE GRADE 6351-15. &
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 a,
* ALL WELDS SHALL BE 8 C.F.W. UNO. 8
°®© PLAN VIEW © ° SNAP IN FENDER * ALL BUTT WELDS TO BE “FULL PENETRATION. 2
i * ALL BOLTS & FITTINGS 10 BE 304 OR 316 STAINLESS STEEL. -
epad) * BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC 0 2
137 SueRaURD Feane® LANOCOTE APPLIED TO ALL CONTACTING SURFACES. a
* DIMENSION TOLERANCES U.N.O. SHALL BE: a
i ; FABRICATION - + 2.0 MACHINING ~ UP TO tOmm +0.1 2
PROJECTED 4 R300 ROLLED FRAME CORNERS 4 > 10 TO 100mm +0.2 g
CORNER _ i > 100mm + 0.8 5
| ALL ANGLES +£.05° z
L 685 | ' * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. a
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THE MARINA SPECIALIST Gardno Joe Ceuncnk, |TME PILE BRACKET CONSTRUCTION. >
TMONG AS AGN OF0ES5119 2 NOUSTRAL AE Cw Odr ee | Settlers Cove Der/. | TO SUIT 4000 ~ 4500 PILES
OUD. ASTANA 4551 | len § Grr ch, in 66 re On) sat i SOLE TE 79/05 Tra Lae
, P.0. Box 388, Toowong 40 Email: [email protected] | PROJECT: q ‘ -SD0-
€ 2/3/08 BOLTED CONNECTIONS ADDED usp ce vf PHONE (07)5492 5925 i STANDARD DRAWING
B wiles IE STRETCHED & PILE MOVED 75mm _JJSP. pe a FAX (07) 5492 6699 Ao Lol | RPE. DATE: . 6 DRAWN | CHECKED [DMENSIONS ~ (SUE A3
DATE AMENDMENT REQD) Ss PEGTALIS T ; V/667 24/5/06 SYSTEM 200: MA MILLIMETRES G 3)

Page 28

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COVER TO EXPOSED SURFACES

  

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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L__ NOT. APPLIC Les 2 LESS THAN 8000 IN LENGTH S2 £2 i mua ; JSP-208 PERIMETER FRAME J 5
eee ede tk - B ae Rd _ al oe 8x TYPICAL TO ALL PONTOONS =
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SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN’ & ORIENTATION S le “e-N o|
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r= a 4 S i . yooT ~ woe eee /
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MAX DRY STORED BOAT DISPLACEMENTS _ te = yo. au To Bd INcLUt OW MT or All concrete wort to comply with AS3600. All concrete to be 50 MPo. gs
PONTOON PONTOON wioTH |PONTOON WIDTH 1 : | ‘A BOAT PONTOONS : Cover to reinforcement to exposed surfaces to ‘be 40mm minimum. 3
) ISP-208 450 eel . Reinforcing to be minimum of. 5mm bars at 100mm centres in each
LENGTH }3.5m — 4.5m | 3m MINIMUM FOR PONTOON SIDES WHERE ANY PLE =| L— LH 2 = 5 | ~~ ~~ -4 direction U.N.O. §
BRACKETS, ACCESSORIES AND OR PONTOON sa a es i as ' . , . ‘
15m NOG Ox APPT (PARE CONNECTIONS ARE REQUIRED ' 1 de All aluminium work to comply with AS1664, All welds to be 5mm CFW. z
‘im aart Heck | RAMP "FORMED INTO. PONTOON ‘DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5, =|
. / i ° { Surface of aluminium in contact with concrete to be coated with zinc
12m 3.0t 2.5t db ; | ; g 8 promate primer or equivalent. o
o | i 1 ‘abrication tolerance + Smm. >
10m 2.75 2.3t 5 rary a | oi + All bolts and fittings to be 304 or 316 stainless steel. S|
am 2.4t 2.1 |S To ie y vi2-s0 = , q
Bm Ot 7 Bt i | \ 4 T APPL ~ Flotation to comprise of grade SL expanded polystyrene foam with a
A . / ' wp “PLA E + approved protective coating. The approved protective coating for. the a
7m 1.8t 1.5t b- | \ 1 3 pontoon will form an impervious barrier to water & marine organisms; =
&m 15t 1.3t . + + a 1} Jo LLL SL ond is suitable for the marine environment. Z|
. . T - SS SS SSS LE . ik .
sm 1.0¢ 0.3t MAY BE USED FoR PONTOON SIDES ONLY isol ! ‘ . onto pontoor" fae tin deat ot ean hve ary stored book fully winched :
REQUIRING FENDERING TO BE ATTACHED ! | :
4 \
u { This pontoon facility has been designed to comply with all relevont 5
coe RS Australion Standards. The pontoon will be stable ot all times. The Eg
t 2080 ) pontoon has been: designed so that when the specified live load is
740 STANDARD OVERALL FLOAT: A BOAT RAMP OPTION distributed over half the width of the pontoon and over the seth 3
ys
150 S50 STANDARD FREEBOARD SCALE 1:50 a there is not less than 75mm of reserve freeboard; the-bottom comer of &|
, \ \ OORING CLEATS the pontoon does not emerge from the water, and the ongle of tilt will - 5}
, _ i b —_ not exceed 15. | 3
| —, ee ee = _ = = 4 ' a
WATER LINE T | T - Cs NOT eee TST “ds. MAXIMUM DESIGN we DECK LOADING: 3.0 kPo. a
FOAM FLOTATION A 150 APPLIC sABL FFOAM FLOTATION UNT ~ a PONTOONS SUITABLE FOR PROTECTED SITES, ONLY. ZI
RAMP DEPTH WAXIMUN WAVE HEIGHT: 300mm. Z|
( 500mm.
RAMP END VIEW: FRONT ELEVATION 5
: MAXIMUM WIND VELOCITY: 41 m/s.
i : a
THE MARINA SPECIALIST t oe BUT AAS ir FI
A CUENTA Sgy 3d . ~Y
TRADWG AS Aen 010833119 2 INDUSTRIAL AVE Cardno “AeN: 051 074 902 CORA CO me PONTOON CONSTRUCTION DETAILS
THE CALOUNDRA Cardno (Oie) Pry Lis bh (07) 3368 9822 citlonKs Cov Devthers i
QLD. AUSTRALIA 4551 Level a 5 ee ee 4084 fox (07) 3369 9722 SCALE: DATE: DRAWING NO;”
AMENOMENT eat) |
ISSUE/ 17867 _|panjoes WA MILUMETERS BJA’)

 

 

 

|
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Page 29

 

 

 

aia a 7 LAND USE SECTION FEES
ef NOOSA ——

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/lmpact
Consistent , 521
Inconsistent §21
Assessment under Superseded Planning Scheme 521
Modification to a Development Permit . 521
Extension of a Currency Period . . 521
Operational Works -tandscaping- PTW! Gsoo 521
@ Bldg Work assessable against the Planning Scheme §21
PRE LODGEMENT REVIEW
Half Hour 522
One Hour _ 522
ADVERTISING .
: Purchase Advertised Applications . 523
JETTIES :
Jetty Application Fee . 524
' Jetty Bond ‘ 51
: : (Category 4)
BONDS .
Performance Bond . 51
’ . (Category 9)
SIGNS : . .
Registration Fee _ co . 222
seM@u FEE . .
Search of Land Use Section file 112
Liquor Licensing Request 113.

TOTAL. $ G&S 0°

 

NAME: then Manrwa Spe cua ta 3c THA Tee potty Spec an toes

 

 

ADDRESS: 2 Beaiwnrbree Ave
, CAWUSe UN DALYy Br Ysst
FILENO: OS O57. DATE: —r3/r oe

 

RECEIPT NO: _/ BLS GS S Signature of TP Officer: PS ree a
I —_

AUTHORITY NO:

It [ 20s] 252]