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OPW14/0239 - Prescribed Tidal Works Application - 7 Peza Court, Noosa Heads

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                                                                          C~SUPERIOR
                                                                                                                   OPIJ 14-/02-31


                  6 December 2013



                  Assessment Division
                  Noosa Shire Council
                  PO Box 141
                  Tewantin
                  Old 4565


                  Dear Sir,

                                                     RE: Proposed pontoon & walkway
                                                     7 Peza Court, Noosa Heads
                                                     Lot 0 on BUP 4114
                                                     (11363 Body Corp Pisces Noosa CTS 11069)


                  Please find attached our application for a Prescribed Tidal Works Approval to be
                  issued by Council for the above application.

                  Thank you for your assistance with this matter.


                  Sincerely,




                  J~,"
                  Engineering             Department




                                                                                        BOX~      .•...•........   !....
                                                                                                                      R. .., ..•.. "r.:.1 •


Atlas Marine International   Pty ltd tla Superior Jetties                 Superior Rotomoulding Pty Ltd tJa Superior Plastech
ABN. 94 100 364 254                                                       ABN. 66 101 724 252

T. +61 (0)755948200            E. [email protected]                T. +61 (0)75594 B282         E. [email protected]
f. +61 (0)7 5594 8222          PO Box 920. Nerang, Qld, Australia 421 1   f. +61 (0)75594 B288         PO Box 920, Nerang, Qld. Australia 4211
Full text of the other 22 pages

Page 2

I::::=:CC:= __        ==============:::II                                      Department of State Development,   Infrastructure   and Planning    _




           IDAS form 1-Application details
           (Sustainable Planning Act 2009 version 3.0 effective 1 July 2013)


           This form must be used for ALL development applications.


           You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
           form.

           For all development applications, you must:
           •     complete this form (IDAS form I-Application              detaifs)
           •     complete any other forms relevant to your application
           •     provide any mandatory supporting information identified on the forms as being required to accompany your
                 application.
           Attach extra pages if there is insufficient space on this form.

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

         This form and any other IDAS form relevant to your application must be used for development applications relating to
         strategic port land and Brisbane core port land under the Transport Infrastructure Act t 994 and airport land under the
         Airport Assets (Restructuring and Disposal) Act 2008. Whenever a planning scheme is mentioned, take it to mean land
       I use plan for the strategic port land, Brisbane core port land or airport land.
       I
           PLEASE NOTE: This form is not required to accompany requests for compliance assessment.

           This form can also be completed             online using MyDAS at www.dsdip.gld.gov.au/MyDAS

       I Mandatory requirements
           Applicant details (Note: the applicant is the person responsible for making the application and need not be the owner
           of the land. The applicant is responsible for ensuring the information provided on alilDAS 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.)

           Name/s (individual or company name in full)                  I BODY CORPORATE FOR PISCES NOOSA UNITS CTS 11069
           For companies, contact name                                  I c/- APPROVALS COORDINATOR - SUPERIOR JETTIES
           Postal address                                                PO BOX 920




                                                                          Suburb        NERANG
                                                                          State         OLD                       1 Postcode       14211
                                                                          Country       AUSTRALIA

           Contact phone number                                         107 5594 8200

           Mobile number (non-mandatory requirement)

           Fax number (non-mandatory requirement)




      Great state. Great opportunity.
                                                                                                                                      Queen51and
                                                                                                                                      Government   _

Page 3

Email address (non-mandatory requirement)           I [email protected]

Applicant's reference number (non-mandatory
requirement)                                        111363

1.     What Is the nature of the development      proposed and what type of approval        is being sought?

Table A-Aspect     1 of the application (If there are additional aspects to the application please list in Table B-Aspect   2.)
a)    What is the nature of the development? (Please oniy tick one box.)

      D Material change of use D Reconfiguring a lot                 D Building work             0 Operational work
b)    What is the approval type? (Please only tick one box.)

      D Preliminary approval         D Preliminary approval          [{]   Development permit
           under s241 of SPA               under s241 and s242
                                           of SPA
c)    Provide a brief description of the proposal, including use definition and number of buildings or structures where
      applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 30 lot residential subdivision etc.)

     I PONTOON FOR PRIVATE USE
d)    What is the level of assessment? (Please only tick one box.)

      D Impact assessment            [{]   Code assessment


Table B-Aspect 2 of the application (If there are add.itional aspects to the application please list in Table e-
Additional aspects of the application.)
a)    What is the nature of development? (Please only tick one box.)

      D Material change of use       D Reconfiguring a lot           D Building work             D Operational work
b)    What is the approval type? (Please only tick one box.)

      D Preliminary approval         D Preliminary approval          D Development
           under s241 of SPA               under s241 and s242             permit
                                           of SPA
c)    Provide a brief description of the proposal, including use definition and number of buildings or structures where
      applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 30 lot residential subdivision etc.)




d)    What is the level of assessment?

      D Impact assessment            D Code assessment

Table G-Additional aspects of the application (If there are additional aspects to the application please list in a
separate table on an extra page and attach to this form.)

      D Refer attached schedule D Not required

                                                                                                IDAS form I-Applical/on details
                                                                                                       VersIOn 3.0-1 July 2013

Page 4

 2.     Location of the premises (Complete Table D and/or Table E as applicable.                 Identify each Jot in a separate row.)

 Table D-Street address and lot on plan for the premises or street address and lot on plan for the land adjoining or
 adjacent to the premises (Note: this table is to be used for applications involving taking or interfering with water).
 (Attach a separate schedule if there is insufficient space in this table.)

        0    Street address and lot on plan (All lots must be listed.)

        0    Street address and lot on plan for the land adjoining or adjacent to the premises (Appropriate for
             development in water but adjoining or adjacent to land, e.g. jetty, pontoon. All lots must be listed.)
 Street address                                                           Lot on plan                   Local government area
                                                                          description                   (e.g. Logan, Cairns)

 Lot        Unit    Street       Street name and official      Post-      Lot no.       Plan type
            no.     no.          suburb/locality name          code                     and plan no.

 i)                 7           PEZA COURT. NOOSA HEADS       4567        CP            BUP 4114        NOOSA
 ii)
 iii)
 Planning scheme details (If the premises involves multiple zones, clearly identify the relevant zonels for each lot in a
 separate row in the below table. Non-mandatory)
 Lot        Applicable zone / precinct              Applicable local plan I precinct            Applicable overlayls

 i)
 ii)
 iii)

 Table E-Premises coordinates (Appropriate for development in remote areas, over part of a lot or in water not
 adjoining or adjacent to land e.g. channel dredging in Moreton Bay.) (Attach a separate schedule if there is insufficient
 space in this table.)
 Coordinates                                                                Zone           Datum              Local government
 (Note: place each set of coordinates in a separate row)                    reference                         area (if applicable)

 Easting           Northing          latitude           longitude

                                                                                            0 GDA94
                                                                                            0 WGS84
                                                                                            0 other
 3, Total area of the premises on which the development                is proposed     (indicate square metres)




 4, Current usels of the premises (e.g. vacant land, house, apartment building, cane farm etc.)


I PRIVATE RESIDENCES




                                                                                                        IDAS form I-ApplicatIOn details
                                                                                                               Version 3.0--1 July 20 /3

Page 5

 5.     Are there any current approvals          (e.g. a preliminary    approval) associated     with this application?    (Non-
        mandatory requirement)

 o      No      D       Yes-provide    details below

 List of approval reference/s                           Date approved (dd/mm/yy)                  Date approval lapses (dd/mm/yy)



 6.     Is owner's consent required for this application?              (Refer to notes at the end of this form for more information.)

 o      No

 D Yes--<:omplete either Table F, Table G or Table H as applicable
 Table F

 Name of owner/s of the land

 l!We, the above-mentioned owner/s of the land, consent to the making of this application.

 Signature of owner/s of the land


 Date

 Table G

 Name of owner/s of the land               I
 o    The owner's written consent is attached or will be provided separately to the assessment manager.

 Table H

 Name of owner/s of the land               I
 D By making this application, I, the applicant, declare that the owner has given written consent to the making of the application.
17.     Identify if any of the following       apply to the premises (Tick applicable bcxles.)

 o      Adjacent to a water body, watercourse or aquifer (e.g. creek, river, lake, canal)--<:omplete Table I

 D      On strategic port land under the Transport Infrastructure Act 1994----{:omplete Table J

 o      In a tidal water area--<:omplete Table K

 D      On Brisbane core port land under the Transport Infrastructure Act 1994 (No table requires completion.)

 D      On airport land under the Airport Assets (Restructuring and Disposal) Act 2008 (no table requires completion)

 Table I

 Name of water body, watercourse or aquifer

CANAL

 Table J

 Lot on plan description for strategic port land                             Port authority for the lot




                                                                                                          fDAS form I-Application details
                                                                                                                 Version 3.0-1 July 2013

Page 6

          ,
•                           ,-   --

    Table K

    Name of local government for the tidal area (if applicable)             Port authority for the tidal area (if applicable)

    NOOSA

    8.        Are there any existing easements on the premises?          (e.g. for vehicula r access, electricity, overland flow,
              water etc)

    [(]       No      0     Yes-ensure    the type, location and dimension of each easem ent is included in the plans submitted

    9.        Does the proposal       Include new building work or operational    work 0 n the premises?        (Including any
              services)


    0 No              [(]   Yes-ensure    the nature, location and dimension of proposed works are included in plans submitted

    10.       Is the payment of a portable long service leave levy applicable          to thl s application?   (Refer to notes at the
              end of this form for more information.)

    [{]       No-go    to question 12       DYes

    11.       Has the portable long service leave levy been paid? (Refer to notes at the end of this form for more
              information.)

    o         No

    o         Yes-eomplete Table L and submit with this application the yellow local governmenVprivate certifier's copy of the
              receipted QLeave form

    Table L

    Amount paid                                                          Date paid          QLeave project number (6 digit number
                                                                         (dd/mm/yy)         starting with A, B, E, Lor P)




    12.       Has the local government agreed to apply a superseded           planning scheme to this application         under
              section 96 of the Sustainable Planning Act 20091

    [{]       No

    o         Yes-please    provide details below

    Name of local government                            Date of written notice given      Reference number of written notice given
                                                        by local government               by local government (if applicable)
                                                        (dd/mm/yy)




                                                                                                          IDAS form l-AppltcatlOn details
                                                                                                                 VersIOn 3.0-1 July 2013

Page 7

                                                                                                                                           •



    13.    List below all of the forms and supporting information that accompany this application (Include alilDAS
           forms. checklists, mandatory supporting information etc. that will be submitted as part of this application. Note:
           this question does not apply for applications made online using MyDAS)

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

MSQ CONCURRENCE                                                                                    MAIL

OWNERS CONSENT                                                                                    MAIL
RPEQ CERTIFIED DRAWINGS                                                                           MAIL
IDAS FORM 23                                                                                      MAIL



114.       Applicant's   declaration

    lZJ By making this application, I declare that all information in this application is true and correct (Note: it is unlawful to
    provide false or misleading information)

Notes for completing        this form

•     Section 261 of the Sustainable Planning Act 2009 prescribes when an application is a properly-made application.
      Note, the assessment manager has discretion to accept an application as properly made despite any non-
      compliance with the requirement to provide mandatory supporting information under section 260(1)(c) of the
      Sustainable Planning Act 2009

Applicant details
• Where the applicant is not a natural person, ensure the applicant entity is a real legal entity.

Question 1
   •    Schedule 3 of the Sustainable Planning Regulation 2009 identifies assessable development and the type of
        assessment. Where schedule 3 identifies assessable development as "various aspects of development"' the
        applicant must identify each aspect of the development on Tables A, Band C respectively and as required.

Question 6
• Section 263 of the Sustainable Planning Act 2009 sets out when the consent of the owner of the land is required for
  an application. Section 260(1 )(e) of the Sustainable Planning Act 2009 provides that if the owner's consent is
  required under section 263, then an application must contain, or be accompanied by, the written consent of the
  owner. or include a declaration by the applicant that the owner has given written consent to the making of the
  application. II a development application relates to a state resource, the application is not required to be supported
  by evidence of an allocation or entitlement to a state resource. However, where the state is the owner of the
  subject land, the written consent of the state. as landowner, may be required. Allocation or entitlement to the state
  resource is a separate process and will need to be obtained before development commences.

Question 11
• The Building and Construction Industry (Portable Long Service Leave) Act 1991 prescribes when the portable long
  service leave levy is payable.
• The portable long service leave levy amount and other prescribed percentages and rates for calculating the levy
  are prescribed in the Building and Construction Industry (Portable Long Service Leave) Regulation 2002.




                                                                                                          IDAS lorm l-ApplicailOn    delai/s
                                                                                                                  VersIon 3.0-/   Ju/y 2013

Page 8

   Question 12
   • The portable long service leave levy need not be paid when the application is made, but the Building and
     Construction Industry (Portable Long Service Leave) Act 1991 requires the levy to be paid before a development
     permit is issued.
   • Building and construction industry notification and payment forms are available from any Queensland post office or
     agency, on request from QLeave, or can be completed on the QLeave website at www.qleave.qld.gov.au. For
     further information contact QLeave on 1800803481 or visit www.qleave.qld.gov.au.


   Privacy-The    information collected in this form will be used by the Department of State Development, Infrastructure
   and Planning (DSDIP), assessment manager, referral agency and/or building certifier in accordance with the
   processing and assessment of your application. Your personal details should not be disclosed for a purpose outside of
   the IDAS process or the provisions about public access to planning and development information in the Sustainable
   Planning Act 2009, except where required by legislation (including the Right to Information Act 2009) or as required by
   Parliament. This information may be stored in relevant databases. The information collected will be retained as
   required by the Public Records Act 2002.


   OFFICE USE ONL Y

    Date received        ____________                           1   Reference numbers

   NOTIFICATION OF ENGAGEMENT OF A PRIVATE CERTIFIER

    To                                                              Council. I have been engaged as the private certifier for the

            ~---------------                                    I   building work referred to in this application

                                                                                  BSA Certification license          Building
    Date of engagement                  Name
                                                                                  number                             classification/s




   QLEAVE NOTIFICATION AND PAYMENT (For completion                         by assessment     manager or private certifier     if
   applicable.)

                                                                                                   Date receipted
                                                                                                                       Name of officer
                                               QLeave project   Amount paid                        form sighted by
    Description of the work                                                           Date paid                        who sighted the
                                               number           ($)                                assessment
                                                                                                                       form
                                                                                                   manaqer




   The Sustainable Planning Act 2009 is administered by the Department of State Development, Infrastructure and
   Planning. This form and all other required application materials should be sent to your assessment manager and any
   referral agency.




Department of State Development, Infrastructure and Planning
PO Box 15009 City East Old 4002
10113 OGOV (137468)
[email protected],au                                                                                      IDAS lorm I-Applicalion  derails
                                                                                                                  Version 3.0--1 Juiy 20 13
www.dsdJp.qld.gov.au

Page 9

                                                                            11S6S




                                   TO WHOM IT MAY CONCERN


 AUTHORITY TO LODGE MARINE BERTHING APPLICATIONS



As the registered owner/s of the property described       below, I/we hereby authorise
Superior Jetties to lodge any applications associated with the required approvals for a
marine structure adjacent to the specified land and to make any required enquiries in
regard to such applications on my/our behalf.


Address of Property:


.. ?e.Zro...... L.QJ..l.r::,T ..... N.9g;h ..~~.JS..Post Code: ... 4;{;/.s:. ..
J.....
Lot Number:                        .    Plan Number:                                .




Registered Owners:


NAME IN FULL                                  SIGNATURE                  DATE


                                                                         ...........~....lie/IlL;.




Authority to Act. (Private) 2009

Page 10

____________________                                                         Department of State Development,    Infrastructure   and Planning _




       IDAS form 23-Tidal works and development within
       coastal management districts
       (Sustainable   Planning Act 2009 version 3.0 effective 1 July 2013)


       This form must be used for development applications for:
       •         operational work that is tidal works (including prescribed tidal works) or operational work within a coastal
                 management district (mentioned in the Sustainable Planning Regulation 2009, schedule 7, table 2, item 13)
       •         material change of use that requires referral under the Sustainable Planning Regulation 2009, schedule 7, table 3,
                 item 5 because it involves:
                    operational work carried out completely or partly in a coastal management district; or
                    building work carried out completely or partly in a coastal management district that is the construction of a new
                    premises with a gross floor area (GFA) of at least 1000m' or the enlargement of the GFA of an existing
                    premises by more than 1000m'
       •         reconfiguring a lot that requires referral under the Sustainable Planning Regulation 2009, schedule 7, table 2, item
                 14 because the land is situated completely or partly in a coastal management district or the reconfiguration is in
                 connection with the construction of a canai
       •         building work that requires referral under the Sustainable Planning Regulation 2009, schedule 7, table 1, item 11
                 because it is on land completely or partly seaward of a coastal building line.

       You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
       form.

       Notes for completing          this form
       For all development applications you must:
       •         complete IDAS form I-Application           details
       •         complete any other forms relevant to your application
       •         provide any mandatory supporting information identified on the forms as being required to accompany your
                 application.
       Attach extra pages if there is insufficient space on this form.

       All terms used on this form have the meaning given in the Coastal Management and Protection Act 1995, the Coastal
       Protection and Management Regulation 2003, the Sustainable Planning Act 2009 (SPA) or the Sustainable Planning
       Regulation 2009.

       This form can also be completed               online using MyDAS at www.dsdip.gld.gov.au/MyDAS

      I Mandatory requirements
       1.         Confirm the following       mandatory        requirements      accompany        Confirmation   of        Method of
                  this application                                                                lodgement                lodgement

       Written description of the proposal, including a report that addresses any                 D Confirmed
       relevant policies.

       2.         What is the nature of the work or development                 proposed   by the application?   (Tick all applicable boxes.)

           [{]    Operational work-{;omplete         table A                 D Material Change of UsS-{;omplete table B
           D Reconfiguring a Lot-{;omplete              table C              D Building Work-{;omplete table 0




     Great state. Great opportunity.
                                                                                                                                     Queensland
                                                                                                                                     GO\lemment   _

Page 11

Table A-operalional        Work
Does the operational work involve the following? (Tick all applicable boxes.)
a)      Tidal works as defined under the Coastal Protection and Management Act t995 (e.g. basins, breakwater, bridges,
        boat ramps, decks and boardwalks, docks, dockyards, groynes, jetties, marinas, pipelines, pontoons, powerlines,
        seawalls, slips, training walls, wharves and the reclamation of land under tidal water)?

D No           [{]Yes
If yes, what is the purpose?

I PONTOON FOR PRIVATE USE                                                                                                       I
[{]   Private purpose (e.g. private pontoon)
D     Another purpose (e.g. commercial marina)

Does the tidal works also require resource allocation under the Coastal Protection and Management Act 19957
[(]No           DYes
If applicable what is the estimated value of the proposed works?

I                                              I
b)      Interfering with quarry material as defined under the Coastal Protection and Management Act 1995 (e.g.
        excavating or moving sand, gravel or any other earth material on state coastal land such as roads, esplanades,
        parks or unallocated state land) on state coastal land above high-water mark.
o     No         DYes
If yes, which of the following?
D     Works for coastal management purpose involving beach nourishment, dune fencing, revegetation of dunal areas
      with endemic native plants, or stinger net enclosures.
D     For purposes directly related to the provision of lifesaving or rescue services by a volunteer community
      organisation.
D     For other purposes (please state below).

I                                                                                                                               I
If applicable what is the estimated value of the proposed works?

I                                              I
c)      Disposing of dredge spoil or other solid waste material in tidal water?

0 No             DYes
If applicable what is the estimated value of the proposed works?

I                                              I
d)      Constructing an artificial waterway?
o     No         DYes
If applicable what is the length of the waterway?

I                                              I
e)      Removing or interfering with coastal dunes on land, other than state coastal land, that is in an erosion prone area
        as defined in the Coastal Protection and Management Act 1995 and above high water mark (e.g. lowering dune
        vegetation on freehold and leasehold land)?
o     No         DYes
If applicable what is the estimated value of the proposed works?

I                                              I

                                                                                  IDAS form 23-Tidal   works anddevelopmenr wlthm
                                                                                                        coastal management districts
                                                                                                             Version 3.0-1 July 2013

Page 12

 Table B-Material       change of use
 a)    Does the material change of use involve the following? (Tick all applicable boxes.)
 o    Operational work carried out completely or partly in a coastal management district
 b)    Does the material change of use involve building work carried out completely or partly in a coastal management
       district that is:
 o    the construction of new premises with a gross floor area of at least 1000 m'
 o    the enlargement of the gross floor area of existing premises by more than 1000 m'

 Table C-Reconfiguring           a lot
 a)    Does the reconfiguring a lot involve the following? (Tick all applicable boxes.)
 o    Land situated completely or partly in a coastal management district
 o    The construction of a canal
 b)    How many lots will be created?

 I
 Table D-Building       work
 a)    Is the building work on land completely or partly seaward of the coastal building line under the Coastal Protection
       and Management Act 1995?
 o    No        o   Yes

 3.     Is the tidal works located within a local government          tidal area? (Tick all applicable boxes)

 o     No       0 Yes-provide            details below

I Local government: I
I Mandatory supporting      information

 4.     Please provide the following          information                          Confirmation   of        Method of
                                                                                   lodgement                lodgement
 For all applications
 A statement addressing the relevant part(s) of the State Development
 Assessment Provisions (SOAP).
                                                                                   0 Confirmed
                                                                                   0 Not applicable
 For applications    involving     operational    work that is tidal works
 A copy of the certificate of title for the land (including tidal land) that
 would abut or adjoin the proposed works.
                                                                                   0 Confirmed
                                                                                   0 Not applicable
 Plans showing:                                                                    0 Confirmed
 •    the real property description and boundaries of the land (including          0 Not applicable
      tidal land) that would abut or adjoin the proposed works
 •    the proposed works (including existing works to be removed) in
      relation to relevant tidal planes (e.g. mean high water springs)
 •    the slope angles of the beds and banks of the tidal area and the
      finished levels of the proposed works.
 For tidal work that will occupy a navigable waterway provide a water
 allocation area plan providing evidence that the proposed work will not
                                                                                   0 Confirmed
 prejudice the access rights of adjoining property owners.
                                                                                   0 Not applicable


                                                                                  IDAS form 23-Tldal   works and developmenl within
                                                                                                        coastal management districts
                                                                                                             VerSion 3 0-1 July 2013

Page 13

    Details of the largest vessel, if any, to be moored at the structure.                [Z] Confirmed
                                                                                         0 Not applicable
    For prescribed tidal works, details of how the proposed work addresses               [Z] Confirmed
    the IDAS code for prescribed tidal work in the Coastal Protection and
    Management Regulation 2003, schedule 4A.
                                                                                         0 Not applicable
    If applicable, certification that the design of tidal works is suitable for          [Z] Confirmed
    intended use, signed by a Registered Professional Engineer of
    Queensland (or equivalent).
                                                                                         0 Not applicable
    For applications     involving      material change of use
    Plans certified by a registered professional engineer of Queensland
    (RPEQ) or a registered surveyor showing:
                                                                                         0 Confirmed
                                                                                         0 Not applicable
    •    the real property description and boundaries of the land
    •    the proposed works in relation to the location of the coastal
         management district and coastal hazards.
    For applications     involving      reconfiguring   a lot
    Plans certified by a registered surveyor showing:                                    0 Confirmed
    •    the real property description and boundaries of the land                        0 Not applicable
    •    The location of the coastal management district and coastal hazards
         in relation to the land being reconfigured
    •    Any land being surrendered as a separate lot on the plan of
         subdivision.
    For applications     involving      building works seaward of a coastal building line
    Plans certified by a registered professional engineer of Queensland                  o   Confirmed
    (RPEQ):
    •    the real property description and boundaries of the land
                                                                                         o   Not applicable

    •    the proposed works in relation to the location of the coastal building
         line.

   Notes for completing this form
   •   Please ensure all applicable fees are paid, noting that referral agency fees are to be paid to the Department of
       Environment and Heritage Protection.
   •   For an application requiring referral to the Department of Transport and Main Roads (DTMR), it Is recommended
       that the applicant contact DTMR to ensure that required information for assessment of the application is provided.

   Privacy-Please     refer to your assessment manager, referral agency and/or building certifier for further details on the
   use of information recorded in this form.


   OFFICE USE ONL V

    Date received        ____________                           1   Reference numbers



   The Sustainable Planning Act 2009 is administered by the Department of State Development, Infrastructure and
   Planning. This form and all other required application materials should be sent to your assessment manager and any
   referral agency.




Department of State Development, Infrastructure and Planning
PO Box 15009 City East Qld 4002                                                         WAS form 23- Tidal works and development Within
10113 QGOV (13 74 68)
                                                                                                            coastal management districts
[email protected]
                                                                                                                 Version 3.0-t July 2013
www.dsdip.qld.gov.au

Page 14

                                                                                                  SPL-0514-009997
•...•
      ,




                                                                                           Queensland
                                                                                           Government

                                                                                           De-partmenl of
                                                                                           State Development.
                                                                                           Infrastruetun! and Planning


          Our reference:     SPL-0514-Q09997
          Your reference:     11363


          Date:       26 May 2014

          Pisces Noosa Units
          C/- Superior Jetties
          PO Box 920
          Nerang, OLD, 4211


          Dear Sir/Madam,

          Concurrence agency response before application                       is made-with      conditions
          7 Peza Court, Noosa Heads Old 4567
          (Related to section 271 and given under section 285 of the Sustainable Planning Act 2009)


          Reference is made to your correspondence dated 07/05/2014 requesting the
          Department of State Development, Infrastructure and Planning provide a referral
          agency response for the proposed development before the development application
          is made to the assessment manager.

            Applicant details
            Applicant name:                               Pisces Noosa Units C/- Superior Jetties
            Applicant contact details:                    PO Box 920
                                                          Nerang, OLD, 4211

            Site details
            Street address:                               7 Peza Court, Noosa Heads Old 4567
            Real property description:                    OBUP4114
            Local government area:                        Noosa Shire Council

            Application details
            Proposed development:                         Development Permit for Operational Works - Prescribed
                                                          Tidal Works (Pontoon and walkway)

            Aspects of development                  and type of approval being sought
            Development type:                          Operational work
            Approval type:                             Development permit




          Department of State Development,   Infrastructure   and Planning

Page 15

                                                                                       SPl-QS14-Q09997
                                                                                                         ..
  Referral triggers
  The development application would be referred to the department under the following
  provisions of the Sustainable Planning Regulation 2009:
  Referral trigger:        Schedule 7, Table 2, Item 15 - Maritime Safety matters

  Documents supplied to support request
  Plan title                                        Author             Reference no,      date
  Site plan, elevation &                            Superior Jetties   11363 - 001        28/04/2014
  general notes

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

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

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

Pursuant to section 272(3) of the Sustainable Planning Act 2009, you will not be
required to refer your application to the department if you submit this response in its
entirety when making the application to the assessment manager, and the following
conditions are satisfied:
    #      Any changes to the proposal before the application is made to the
            assessment manger do not result in a substantially different development
            to that which was presented to the department with the request for a
            referral agency response
    #       The development application must be made to the assessment manager
            within 12 months of the date of this referral agency response.

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

Yours sincerely




Garth Nolan
Manager, Planning

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



Department of State Development.   Infrastructure    and Planning

Page 16

                                                                               SPL-OS14-009997




Our reference:        SPL-QS14-Q09997
Your reference:        11363
  Attachment           1-Conditions                to be imposed

  No.     Conditions                                                   I Condition timing
  Development Permit for Operational Works - Prescribed Tidal Works (Pontoon and
  walkway)
  Schedule 7. Table 2. Item 15. Maritime Safety matters - Pursuant to section 2550 of
  the Sustainable Planning Act 2009. the chief executive administering the Sustainable
  Planning Act 2009 nominates the Director-General of the Department of Transport
  and Main Roads (Maritime Safety Queensland) to be the assessing authority for the
  development to which this development approval relates for the administration and
  enforcement of any matter relating to the following conditions:
    1.    The applicant must supply the Regional Harbour Master          Within two weeks
          with completed "As Constructed" drawings.                      of the completion
                                                                         of the works.
               The required information is to be forwarded to:
               Regional Harbour Master
               Maritime Safety Queensland
               Macarthur Avenue East
               Pinkenba. Qld • 4008
     2.        Development must be carried out generally in accordance     Upon the
               with the following plans. except as modified by these       completion of
               concurrence agency conditions:                              works and to be
                                                                           maintained at all
                        #   Title: Site plan. elevation & general notes.   times
                            Author: Superior Jetties. Plan: 11363 - 001.
                            Date: 28/04/2014.
     3.        Any ship. dry berth or device (including Air Lifting        At all times
               Pontoons) berthed. moored or attached to the pontoon/
               structure must
               not exceed the following sizes:


                        #     Wet berth - length overall: 12.0m; beam:
                              4.0m
                      #       Maximum Vessel Mass - 11.000 Kg
    4.         No part of any structure or any ship berthed at the         At all times
               approved structure is to encroach within 1.5metres from
               the side boundaries of the allocated water space as shown
               on the water allocation plan NQ - 01.
     5.        The applicant must notify the Regional Harbour Master       Notification to be
               in writing of the commencement and completion of the        given at least two
               approved works.                                             weeks prior to the
                                                                           commencement
                                                                           of the works
               The required information is to be forwarded to:
                                                                           and within two
               Regional Harbour Master                                     weeks after the
               Maritime Safety Queensland                                  completion of the
               Macarthur Avenue East                                       works.



  Department   of State Development,   Infrastructure   and Planning              Page1

Page 17

                                                                               SPL-0514..Q09997




             Pinkenba, Old, 4008
  6.         The structure must be adequately lit and all lighting must     At all times
             be positioned so that it does not cause a risk to the safe
             navigation of other ships. Any freestanding piles must
             have retro-reflective tape fitted.


             lighting must be provided in accordance with Maritime
             Safety Oueensland's requirements and section 3 of AS
             4282-1997 'Controi of the obtrusive effects of outdoor
             lighting'.
  7.         The pontoon must be constructed totally within the             At all times
             approved quayline.
  8.         The construction, operation or maintenance of the              At all times
             structure must not impede the safe navigation of other
             ships or restrict safe access to or from neighbouring
             structures.
  9.         The applicant must dispose of any obstructions and debris      At all times during
             encountered while undertaking the works. This work is          construction
             to be undertaken at no expense to the Department of
             Transport and Main Roads and in accordance with any
             directions issued by the Regional Harbour Master.
   10.       Any ship moored at this pontoon/jetty must not impede the      At all times
             safe navigation of other ships or restrict access to or from
             neighbouring structures.




Department   of Stale De ..•.
                           elopment. Infrastructure and Planning                   Page2

Page 18

                                                                                  SPL-0514-009997




Our reference:        SPL-0514-009997
Yourreference:         11363
  Attachment           2-Reasons              for decision to impose conditions


The reasons for this decision are:
       #       The Department of Transport and Main Roads through Maritime Safety
       Queensland has the responsibility to ensure that any ship, dry berth or device
       (including Air Lifting Pontoons) berthed, moored or attached to the pontoon/
       structure do not impede navigational safety
       #       The Department of Transport and Main Roads through Maritime Safety
               Queensland is responsible for ensuring that the construction, operation
               or maintenance of the approved structure will not adversely impact on
               navigational safety.
       #        If the pontoon is implemented as proposed and in accordance with these
               conditions, it will not impede navigational safety.

Findings on material questions offact
       #     The proposed pontoon does not extend beyond the established quayline or
             neighbouring structures.
       #     A ship up to the maximum size specified can be berthed at this pontoon
             without impeding navigational safety.
       #     Obstruction and debris uncovered or otherwise encountered during the
             construction of the approved structure has the potential to interfere with
             navigational safety.
       #     Maritime Safety Queensland needs to maintain the as constructed details of
             all structures located within navigable waterways.

Evidence or other material on which the findings were based
      #      Plan prepared by Superior Jetties,
             o      Title: Site plan, elevation & general notes
             o      Reference No: 11363-001
             o      Dated 28/04/14
      #      Transport Operations (Marine Safety) Act 1994
      #      State Development Assessment Provisions published by the Department of
             State Development, Infrastructure and Planning
      #      Sustainable Planning Act 2009
      #      Sustainable Planning Regulation 2009




  Department   of State Development,   Infrastructure   and Planning                 Page3

Page 19

                                                                        SPL..Q514-009997




Our reference:      SPL-0514-009997
Your reference:      11363
  Attachment         3-Further           advice

  General advice
   1. TOMSA AND TOMPA
       The Harbour Master directs any ships and equipment you or agent use must
       comply with the Transport Operations (Marine Safety) Act 1994. the Transport
       Operations (Marine Safety) Regulation 2004 and the Transport Operations (Marine
       Pollution) Act 1995




  Department of State Development,   Infrastructure and Planning           Page4

Page 20

WET BERTHED VESSEL                                                                                                                                                                                        10196                        10000
MAXIMUM VESSEL LENGTH - 12.0m
MAXIMUM VESSEL BEAM
MAXIMUM VESSEL MASS


 to.     (jENERAl NOTES
                                                   4.0m
                                                   11 000 Kg                                                                                   -;;r
                                                                                                                                               QUAYLINE                            I
                                                                                                                                                                          EXISTING MOORING
                                                                                                                                                                          STRUCTURE
                                                                                                                                                                                                                  o
                                                                                                                                                                                                                  o
                                                                                                                                                                                                                  o
                                                                                                                                                                                                                  M
                                                                                                                                                                                                                                                                                       -
 1.1.    The works that are the subject of these
         dl!taited and certified on thue plans.
                                                    plans are structurally   adequate   for anticipated   usage as

 1.2. All structures depicted haw! been designed to comply with relevant regulations as set by the local authority,
                                                                                                                                                      ~                           I                         o
                                                                                                                                                                                                            o
                                                                                                                                                                                                            o
                                                                                                                                                                                                                                                   ~           10m, lm CONCRETE
                                                                                                                                                                                                                                                               PONTOON
      Queensland Transport and the Prescribed Tidal Work (ode ISchedule 4A of the Coastal Protection &
      Management Regulation 2003)
 1.3. All structures. depicted herein haVE! be!!n designed in accordance with Australian Standards 06.51110.1
                                                                                                                                                      ~                         I                           ~     o
                                                                                                                                                                                                                  o
                                                                                                                                                                                                                  o

                                                                                                                                                                                                                  '"
         lstructural   design actions) AS1110.2lwind loadS) A51664.11Alum structures)     06.51720.1
                                                                                                   (timber structuresl
       AS2159lpilingJ 06.5)600 (concrete structures) AS3962ldesign of marinasl AS4100 [steel structur(!sl. R(!l(!vant
       local cov(!nants, where applicabl(!, have b(!en consid(!red in the design.
                                                                                                                                                                                I
 1.4. Anchorag(! piles where applicabl(! have been design(!d assuming indep(!ndence from any adjacent revdment
       structures.
                                                                                                                                                                                      2463m 331- 29'
 1,5. Max water level used in th(! design of any piles shown in the structure is RL .2.05 AHOund(!r normal in-service
       conditions. The pil(!s have not been designed tor 0100 flood conditions in excess of Rl .2.05 AHDnor scour of
       the soil around the base of the piles.                                                                                                                                                                     1\400
 1.6. Where applicable, the existing revetment wall appears Ito the best (!xtent that could be reasonably determined
       via non-dntructive    inspection) to be adequal(! for typical service loads (such as live, dead and impact) that may
       be imposed by thl!: proposed gangwaylabutm(!nt connection.
                                                                                                                                               LOT              250                                                                   CP
 1.7. The following d(!sign parameters form the basis for the design of the structure Is depicted herein ~                                                                                                                         ON BUP4114
           1.1a     (Pontoon &- Gangway) Single user piled Structure Design live load - 2.0 kPa
           1.1b     (Pontoon &- Gangway) Multipll!:unr piled Structur(! Dnign live load - 2.0 kPa
           1.1c     IDeck or Jettyl Single user piled Structure Design liy(! load - 2.0 kPa
           1.1d     (Deck or Jettyl Multipll!:user pill!:dStructure Design live load - lD kPa
           1.1e     Design Wave height - 0,5 m
           1.1f     Design ultimate wind velocity - 41 mls
           1.19     Max stream vl!:locity (2" exceedance probability I .•1.S/s maximum
           1.11'1   Anchorage, Mooring. Boardwalk or Jetty (where applicable) to be install(!d in accordancl!: with AS2159
                     to ensure the following minimum[working) dl!:sign loads are achieved (Unlus Noted Otherwise) :
                     Bearing Capacity - 5.0 tonnl!:
                                                                                                                                                                                                                                                                  SITE PLAN               11: 2501
                     Lateral Capacity - 5,0 tonnl!:

 2.0. STEEL
         2.1. All steelwork to comply with AS4100. All w(!lds to b(! 6mm continuous tillet welds U.N.O,
 2.2. AU steel expond to b(! hot dipped galvanized with coating mass not less than 600g/sq.m.
         2.3. Stainless stl!:l!:lrestraint cables to bl!:min Smmdiam, Grade 316 and in accordanCI!: with AS 2831 wherl!:                                                                                                                                                                             12000
        applicable.
                                                                                                                                                                                                                                                        lOOO                                                       9000
 10. CONCRETE
     11. All concretl!: work to comply with AS3600.
     3.2, Pontoon concrete strength to be 50MPa with SOmmslump U.N.O.




                                                                                                                                                                                                                                                                                                                                 r
     3.3. Pile concrete 40 HPa &- Abutml!:nt Block concrete 32 HPa.
     3.4. Minimumcov(!r to th(! reinforCl!:ment - 40mm U.N,O.
                                                                                                                                                                                       I
                                                                                                                                                                  TOP OF PILE Rl, .3 100m AHD
                                                                                                                                                                                                                                                                                                9.10m, 1.l2m ALUMINIUM
 4.0.      ALUMINIUM
                                                                                                                                                                                                                                                                                                HINGEO GANGWAY
         4.1. All aluminium to comply with AS1664 and to b(! Iminimum)Grade 6063 T5 U.N.O.
         1..2. Butt welds, wher(! specifil!:d, to have tull penetration.                                                                                                                                                                                                                                                              CONCRETE ABUTMENT
         1..3 Surfaces between aluminium and concrete sl!:parated by bituminous membranl!:.

 5.0. FLOATATION
      5.1, Design stability load applied across half the width of the floating pontoon and on the I!:ntir(!gangway will                                                    H.A.1.1 Rl •• 1.1&m AHO ~_
           produce a maximum tilt not exceeding 15 degrl!:es and will not cause any corner to emerge from the water. The
                                                                                                                                                                        H H.wsl            Rl, .O.&&m AHO ~              __
           minimumfreeboard under such loading will not be less than 15mm at any point on the pontoon.
      5.2. Polystyrenl!: SL gradl!: foam to be encased in high density polyethylene membrane fully w(!lded at the corners
           and joins to form a complete seal impervious to marine organisms known to attach to such structures under
           typical conditions.                                                                                                                                                             Rl: OOOm AHD
                                                                                                                                                                                                                                           II                                1=1
  6.0.    TIMBER
                                                                                                                                                                                                                                           '------- - -=-~
                                                                                                                                                                                                                                                                             uj-~
         6.1. All timbl!:r work to comply with AS t120.1 to bl!!minimumFl1 hardwood.                                                                                    MlwslRl'              -074m AHO ~--
         6.2. All bolted timber connections, wher(! specifi(!d. to be galvanized lor stainless    steel equivalent).                                                       LA 1.1 Rl, .112m AHO ~-
  1.0. FIXINGS& FINISHINGS
       1.1. All fixings to be 316 Grade Stainless Steel U.N.O.                                                                                                                                                                                                                      :L :L
                                                                                                                                                                                                                                                                             f'1     EO

                                                                                                                                                                                                                                                                               1    ::i~
                                                                                                                                                                                                                                                                         )
            IT IS THEOWNERSRESPONSIBILITYTO ENSURETHAT ANY                                                                                                                                                                                      ~lSO CONCRETE                U         W

            VESSEL BERTHEDDOESNOT EXCEEDTHESE MAXIMUMS                                                                                                                                                                                          PILES

            DO NOT SCALE ORA WINGS.
                                                                                                                                                                                                                                                                                   ELEV A TION               11: 1001
                                                                                                                                                                                                                  DArE                                          PROX(r
No:        DATE          REVISION
                                                                                                 A HAS MARINE INTERNA TIONAl                                                                                                                                                  PROPOSED PONTOON AND GANGWAY                     CERTIFIED
                                                                                                               TRADI"'G AS                                                                                        28-04-14                                      MG. TITLE     SITE PLAN, ELEVATION & GENERAL NOTES
                                                                                                                                                                                                                                                                                                                               MARK WICHLINSKI


                                                                                                                                                                                                                                                                                                                               lijN~
                                                                                                          SUPERIOR JETTIES                                                                                                                                      (LIfNr
                                                                                                                                                                                                                  DRA filING NO,                                              PISCES APARTMENTS
                                                                                               CoPYRIGHT  CO  ZO\l,
                                                                                               ATLAS HAAlt€ NTERNAT(WAL PTY. LTD.               Hail Address;       P.O,Box 910 Nerang             4211           11363-001                                     ADDRESS
                                                                                                                                                                                                                                                                              7 PEZA (T
                                                                                               ND PART Of TitS DOCUt'£NT MAY BE CoPIED.
                                                                                               REPRODUCED, STORED IN A RETR(VAlILE SYSTU'I                                                                        R(VISION NO,                                                NOOSA HEAOS. QLD 4267
                                                                                               IN ANY FOIIH, OR TRAMSltTTEO I't' AltY t'£ANS    PIt:      (~71
                                                                                                                                                             SS94I1~Q
                                                                                               WITHOUT PRIOR WRlTTlH PERItSSIOH Of
                                                                                               AnAS HARNE WTlRNA TIONAl PTY, LTD
                                                                                                                                                Fu:       1,7/55'4 rm
                                                                                                                                                f•• , infothup«ior~tties.co,.                                                                                    ,.                                                       NA
                                                                                                                                                                                                                                                                                                                               RPEQ: 1643

Page 21

                                                                                                                                                                               10000

                                          SOO                                                3000                                                                               3000                                                                      3000




                            o
                            o
                            ~
                                      7
                                                                                                                                  Ai """"'   :
                                                    j't---_-_J~~_-_-_-_-l-_-_-_-_-_X_~-_-_-_-_L-_-_-_-_-l-_~-_-_-_X_-_-_-_-_-_L-_-_-_-_-J \-) ,
                                                                                                                                               ;:;J                                                                                                                                                              I

                                                                                                                                                                                                                                                                                                                 1/
                                                                                                                                                                                                                                                                                                                      r- 1 lAYER DF Sl-82
                                                                                                                                                                                                                                                                                                                            FABRIC




                                       h       I            M16 TIE BOl TS - 300 lONG TO FUll                                                                                            lONGITUDINAL   STRENGTHENING                                                           ""\                 '/'T
                                200            ,~           PERIMETER DF FRAME Iii 1000mm CRS                                                                                    [BEAM                                                                                                                 "




                                      ~~~~~~~~~~~~~~~~
                                          I"                U,ND. TIE FABRIC TD BDl TS                                                                                                                                                                                                                 "


                        o   o
                        o   o
                        o   o
                        m   N




                                                                                                                                                                                                                                                                                                                      200
                                               I:                   PRDVIDE EXTRA FRAME TIES                                                                                                                                                                                                           :I
                                               I,
                                               "                    12S0mm CRS)            r~90
                                                                    BEHIND EACH PilE BRACKET                                                                                  CO D IT
                                                                                                                                                                                NUll
                                                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                                                                                                             A

                                          e--_-_-_ ---r------------r------------r-(iC===-!i==-~r-----(------------r--o:---------r------------r--r-7--r-TjJie~
                                      "~l--:
                                                               W                                                                 A •...                                                                                                                                    ~                  ~J.
                                                                                                                                                                                                                                                                                      -..:::::::/
                                                                                                                                                                1250                                                                        SOOO




                                                                                                                                                                         PLAN             11: 401




                                                                                                                                                                                                                  ~   40 mP, CONCRETE DECK
                                                    ALUMINUM PONTOON ---,                                  M16        TIE BOLTS - 300 lONG TO FUll
                                                    FRAME                                                         PERIMETER OF FRAME Iii 1000mm Cr..            UND                                                       ~        Sl-82 FABRIC.
                                                                                                                  TIE DR WElD FABRIC TO BOLTS                                                                                      SOmm TOP COVER
                                                                                                       (
                                                                                                                                                                                                              I
                                                                                                                                                                                  r
                                                                                                                                                        o
                                                                                                                                                        ~                        /---     lONGITUDINAL                              ,"    ,'.~
                                                                                                                                                                                                                                         -~~
                                                                                                                                                        N                                 STRENGTHENING BEAM

                                                                                                                                                                                                                                                    "-           ~90 CDNDUIT

                                                                                                                                                                                            2 ONLY N16 BARS
                                                                                                                           RIO LIGATURES liiSOOCRS ~
                                                                                                                                                                                            FUll lENGTH OF BEAM                                     "--          Sl CLASS PDl YSTYRENE WRAPPED IN
                                                                                                                                        130 COVER)
                                                                                                                                                                                                                                                                 1.6mm POL YETHYlENE EXTERNAL SKIN
                                                                                                                                                                                                                                                                 WITH CDNTINUOUSl Y WELDED JDINTS



                                                                                                                                                                        3000




                                                                                                                                                               SECTION A-A                     (1: 20)


                                                                                                                  r~~UP.ERIOR' 28-04-14
No:   DATE   REVIS/ON                                                                                                                                                  OATf                                              PROJECT
                                                        A HAS MARINE INTERNA TlONAl                                                                                                                                                      PROPOSEDPONTOONAND GANGWAY                                                                  CERTIFIED
                                                                                        s                                                                                                                                                PONTOONCONSTRUCTIONDETAilS

                                                                                                                                                                                                                                                                                                                                                  n.
                                                                        TR .•••DINCi .•••                                                                                                                                ORG. TmE
                                                                 SUPERIDR JETTIES                                'y~ JettIes                                                                                             ClIENT
                                                                                                                                                                                                                                                                                                                                     MARK WICHLINSKI
                                                                                                                                                                       DRA WIN(j NO:                                                     PISCES APARTMENTS
                                                                                                                                                                                                                                                                                                                                     CON~~~ENG.
                                                       (Of'YRKiHT@        20\10
                                                       ..••TLAS M..••RIN( NTEIlH ..••TION..••l PTY.l TO.         Hail Address:    P.O.801 920    Nerang 4211           11363-002                                         ADDRESS
                                                                                                                                                                                                                                         7 PEZA CT
                                                       ND PAIIT Of TitS OllCUl'lENT KAY BE (OPIED.
                                                       RlPROIlUCED, STORED IN A RETIlJEVASlE SYSTEI"I
                                                       IN ANY fORI"I. OIl TRANSHlTHD SY ANY H[AJrIS
                                                       WITHOUT PIlIOR WRITTEN PEIlI"llSSION Of
                                                                                                                 PI'"   (m SH' '10~
                                                                                                                 FI{: r~71sm U11
                                                                                                                                                                       REVISION NO:                                                      NODSA HEADS, QlD 4267
                                                                                                                                                                                                                        I DRAWNSYI DESKiNW I Lt1t.CKl08Y I PAptN 5/Lt I ~[ALt                I fILl NAf'ft
                                                                                                                                                                                                                                                                                                                                     3l~(JJ~lM~
                                                       AtlAS I"IAIlIHt; INT[IlNAJlONAl PTY.l TO.                 EJul: infotJSupMor~tfieS.COIl                                                                             'w        I HW     155            I A3        I AS SHOWN I                                                RPEQ~3

Page 22

 GANGWA Y                NUHBER            HANDRAIL       CAP STIFFENER BOTTOH CHORD SOxSOx3.0 SHS PRE-CAHBER
 LENGTH                  OFBAYS            SUPPORTS       SOxSOx3.0 SHS THICKENER      LAC/NG
                                                                                                                                                                                                                               50 x 50 x 2,0 SHS                                                                                  BOx50x3
                                           100xSOx3.0 RHS               SOx6 FLA T BAR
                                                                                                                                                                                                                              ALUMINIUM POS TS.                                                                                   RHS.
                                                                                                                                                                                                                                                                                        iil50 x 4 TUBE
                                                                                                                                                                                                            50 x 50 x 1.6 ALUMINIUM'
                                                                                                                                                                                                       BOX CROSSMEMBERS CFW TO
                                                                                                                                                                                                      100 x 60 x 2.5 TRUSS BOTTOM
                                                                                                                                                                                                                                                        ~                    T
                                                                                                                                                                                                                                                                             o
                                                                                                                                                                                                                                                                                        1340mm LONG,

                                                                                                                                                                                                                                                                             ~
                                                                                                                                                                                                          CHORD @l400mm CENTRES

                                                                                                                                                                                           50 x 50 x 20 SHS
                                                                                                                                                                                           ALUMINIUM POS TS,                                                 ,f- 60---+
                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                           40 x 10 FLA T BAR,

                                                                                                                                                                             DETAIL 1                                                       DETAIL 2                                                      DETAIL 3
                                                                                                                                                                             SCALE 1: 5                                                     SCALE 1: 5                                                    SCALE 1: 3


        POSTS 8. LACINGS. 50 x 50 x 3.0                                                                                                                      EQUAL SPACED BAYS.
                ALUMINIUM SHS, lUND)                                                                                                                             MAXIMUM 1300


         It
        oU~
        ~T-
           '"        ~                                                                                                                                                                                                             100 x 60 x 2,5
                                                                                                                                                                                                                                        RHS 11 LEGI



                     J            50 x 4 BUSHED TUBE HINGE                                 xL           9700
                                                                                                                                                                       iil65 x 95 HDPE ROLLERS, /
                                                                                                                                                                                 iii 16 SIS AXLES,
                                                                                                                                                                                                           ,
                                                                                                                                                                                                               ~
                                                                                                                                                                                                                          40 x 10 FLAT BAR,

                                                                                      ELEVA TION NTS
                                                                                                                                                                                                                                                             iil65 x 95 HDPE ROLLERS,                      104 x 54 x 4,0 RADIUS LEG
                                     400mm                                                                                                                                                                                                                             iii 16 SIS AXLES.                   CHANNEL END MEMBER.
                o                 CENTRES MAX         50 x 50 x 50mm LONG SHS                                                100 x 60 x 2.5                          104 x 54 x 40 RADIUS LEG



           r    '"                  ,f----,t'         SADDLES @lBOOCRS ALONG 1 SIDE,                                        RHS (1 LEG!                                 CHANNEL END MEMBER,
                              ,
                             II            II
                                                                                                                                                                                                                                                                                            DETAIL 5
                             II            II                                                                                                                                                                                                                                                SCALE 1: 3
                             II            II
                             II            II
                             II
                             II                                                                                                                                                                                                                       rTOP    CHORD
                             II


                                                                                                                                                                TAPERED END                                                                                        LACINGS
                55 LCORNER                      2,5mm ALUMINIUM PLA TE DECK                                        50 x 50 x 1.6 SHS
                                                                                                                                                                SEE DET AIL 4
                                                                                                                                                                                         ROLLER CORNER     J                                                       50 x 50 x 2.0
                         SEE DET AIL 3          WITH MARINE GRADE CARPET                                           CROSS MEMBERS.                                                          SEE DET AIL 5                                                           ALUMINIUM SHS lUND)



                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                                                                                            ~                                                               HANDRAIL   SUPPORTS
                                                                                                 PLAN NTS                                                                                                                                   '"                                                              100 x 50 x 3 ALUMINIUM RHS
                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                 1205
                                                                                                                                                                                                                                            '"                                                              (WHERE REQUIRED - SEE T ABLEI
                                                                                                                                                                                                                                                                   2.5mm ALUM SHEET DECKING
                                                                                                                                                                                                                                                                   WITH CARPET GLUED TO TOP
                                                                                                                                                                                                                                                               BOTTOM CHORD
                                                                                                                                                                                                       104 x 54 x 4,0                                          100 x 60 x 2,5 ALUMINIUM RHS
TI~~~2~5::~L~~::E~T=r===~T--r~=======~~~~===~=----===~=~~~~~==                                                                                                               0    ~   1 --t      6B
                                                                                                                                                                                                       RADIUS LEG CHANNEL.              ~


                                                                                                                                                                             '"
                                         50 x 50 x 1.6 SHS BOX,                                                                                                              ~                                     ....                                                CROSSMEMBERS.                       100 x 50 x 3 ALUMINIUM RHS
                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                       50 x 50 x 1.6 ALUMINIUM SHS,       BEARER WELDED UNDER FRAME
                                                                                                                                                    60 x 10 FLAT BAR                                                                                  ------1325                                          (WHERE REQUIRED - SEE TABLE)
                                                              TAPERED END - DETAIL4                                                               CUT 6Bmm LONG FOR                       56-+4B
                                                                           SCALE 1: 5                                                               ROLLER SUPPORTS,                                                                                                   SECTION x-x                 SCALE 1: 20
                                                                                                                                                                                  DATE                                        PROJECT
  No:      OATE          REVISION                                                                                                                                                                                                                PROPOSED PONTOONAND GANGWAY                                     CERTIFIED
                                                                              A HAS   MARINE INTERNA T10NAL
                                                                                           TRADING AS                        ".~ ~UP.ERIOR' 28-04-14                                                                          ORr;. rlTU         GANGWAY CONSTRUCTIONDETAilS
                                                                                      SUPERIOR JETTIES                       •.••..
                                                                                                                               ~ JettIes                                                                                      eLICNT
                                                                                                                                                                                                                                                                                                                 MARK WICHLINSKI
                                                                                                                                                                                  DRAWING NO:                                                    PISCES APARTMENTS                                               CONSULTIN    NG. ~
                                                                           COPYRIGHT  <D    201~
                                                                                                                            Hiil Address:      P.O.Box 920 Ner<lng    4211        11363-003                                   ADDRESS
                                                                                                                                                                                                                                                                                                                       O.                ~
                                                                           ATLAS PlAAlNt: ~TEIlIt"T1OJj"'L PTV.l TO.                                                                                                                             7 PEZA CT
                                                                           NO PART OF THIS DOCt.tIENT HAY BE (OPIED,
                                                                           IlEPIlOOllCED. STOIlED N" RETRIEVABLE SYSTfI'1
                                                                           N ANY FOflJ'1. 011 TRANSl1lTnO BY ANY I"lfAIlS   Ph,    (Q7ISS941m
                                                                                                                                                                                  REvrslON NO:                                                   NOOSA HEADS, QLD 4267                                                 I\;i\
                                                                           WITHOUT PRI011 ••••RITTEN P£RI1ISSJOtI Of        Fir: II71S59'1111
                                                                           ATLAS HARM INT[IlNATlDNAl PlY, LTG               fHl: infalisuprriorjetfies.cMt                                                                                                                                                       RPEQ, 1643

Page 23

                                                                                                                                  600[                              N12 HORIZONT AL BARS
                                                                                                 .         30J
                                   '" 50 TUBE WITH
                                                                                                                                                        ~           @l 300 CRS. MAX.
                                      POL Y BUSHES
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                                M16 SIS NUT -c                      I            r
                                  & WASHER                                       L

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                                                               TOP OF ROCK BA HER                                   I
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                                                                                                                  SCALE 1:20



                                                             M16 x 400 SIS BOL TS                                 30                         - 25 MPa CONCRETE

                         100 X 50 x 6 ALUM ANGLE
                               GANGWAY BRACKET~
                                                                             15 COG DOWNf'\ '"      r---
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                                                                                                                                                                                   TOP OF ABUTMENT TO BE
                                                                  cl--5f----                                                                                                         250mm ABOVE HAT.

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                                                                                                                                                                      @l 300 CRS MAX.


                                                                                                             ELEVA TlON
                                                                                                                  SCALE 1: 20


                                                                                      r~~UP.ERIOR' 28-04-14
No:   DATE   REVISION                                                                                                                             DATe                                         PROlleT
                                A !LAS MARINE INTERNA TlONAl                                                                                                                                                     PROPOSED PONTOON AND GANGWAY                                         CERTIFIED
                                                TR"DIHG AS                                                                                                                                     ORG.TIne          ABUTMENT CONSTRUCTION DETAILS
                                         SUPERIOR JETTIES                             'y~ JettIes                                                                                                                                                                                     MARK WICHLINSKI
                                                                                                                                                  ORA WING NO:                                 am                PISCES APARTMENTS
                               CDPYRllitlT
                               "n"s
                                          co     2014
                                      I1o\I!INE INTERN" TlONAl PTY,lTO               I1dil Address;    P,D. Box 910 Nerang    4111                11363-004                                    .AOOReSS
                                                                                                                                                                                                                 7 PEZA CT                                                          ~;S:LTIN      ~


                                                                                                                                                                                                                                                                                      RP~L,
                               NO PART OF JlofiO~EHT         ",""Y liE COPIED,
                               REPRODUCED, STORED'" A IIElIII£VA8lE SYSTEI1
                                                                                     P1l: {,1Ism InO
                                                                                                                                                                                                                 NOOSA HEADS, QLD 4267

                                                                                                                                                                                                        ~~.. I A3
                               IN ANY fORI1, 011 TIIANSl1ITlED IIY AHY !'lEANS
                                                                                     Fu, {OllSS9.4l1n                                                                                                                                                     I.•:~L     IrlLt N.AH",
                               WITHOUl PRIOR WIIITlEH PEIlItSSIOtl Of
                               "nAS ",""RfE INTERN..••TIONAl PlY,lTD                 [M: tJ'o~supK'iorfrff~uOfll                                                                               ~::"T~;""J
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