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Representations for Negotiated Decision · OPW12/0534

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Full text of the other 8 pages

Page 2

                                                                                                             Sustainable Planning Act 2009

 ALL questions MUST be completed unless the form indicates otherwise.

 This form must be submitted to Council accompanied by the applicable fee.

 Attach extra pages if there is insu1ficient space on the fOflll.

 If Council was the Assessment Manager for the existing approval, and the approval was issued by the Court, then:0

 (a)a request to change the development approval andlor conditions is made to the Court; and
 (b)a request to extend the relevant period for the approval is made to Council.
 All terms used on the form have the meaning’given in the Sustainable Planning Act 2009 or the Sustainable Planning Regulation
 2009.




Postal address

Suburb                                                                                                               Postcode

Business phone                                                                                      Mobile

Email address                                                                                       Fax




          approval (please tick ALL appli~able categories)                  Which entity issued approval?

                       ((~~\.~                                              ~unshine Coast Council
     Development Permit
o Preliminary Approval

o    Compliance Permit
                        (.
                          ~’fre ~a..t....S                    ~_)       .
                                                                            0   Other entity   -

                                                                                                   please specify


o    Material Change of Use

o    Reconfiguring a Lot
o    Operational Works
o    Building Works
o    Plumbing or Drainage Works
o    Compliance Certificate
o    Environmentally Relevant Activity
Application number/council reference                                                                           Date issued

Is the approval for a mobile and temporary ERA?                                                No              DYes      -

                                                                                                                             complete below
Insert the name of each local government area in which the mobile and temporary ERA is proposed to operate/operating




Privacy
Council will use any personal information provided for the intended purpose only and for remaining in contact with you. Council is
authorised to collect this information in accordance with the Local Government Act 2009 and other Local Government Acts. Your
personal information is only accessed by persons authorised to do so. Your personal information is dealt with in accordance with
council’s privacy [email protected] 07 5475 7272                           F 07 5475 7277

Locked Bag 72 Sunshine Coast Mail Centre Qld 4560 I ABN 37 876 973 913

Caloundra office 1 Omrah Avenue Caloundra Qld 4551        I   Maroochydore office 11-13 Ocean Street Maroochydore Qld 4558
Nambour office Cnr Currie and Bury Streets Nambour Qld 4560         I   Tewantin office 9 Pelican Street Tewantin Qld 4565


1 of 4          2012/13 Regional Strategy and Planning Request to Change Existing Approval and/or Extension to Relevant Period FM3002s

Page 3

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         To change the development                              To change the development                               To extend the relevant period

         approval                                               conditions                                              before lapsing

     Please atta h documentation outlining the detail of and the reasons and justification for the req                                           change or
     extension.                               ~                   \.e




                                                                                                   "




     5. Concurrence Agencies

     Was there one or more concurrence agencies involved in the original approval?                                 orNo
                                                                                                                   o Yes-provide details below

     Note   -
                Under s372 of the Sustainable Planning Act 2009 the person making the request is required to give a copy of this request to all
     concurrence       agencies,
                                                                                                                           -   ~




     Concurrence Agency                                                                                            Date copy given




                                   a copy of the notice.




     Table A      -
                      owner’s consent provided on form
                                                                                  Date

     Owner’s name/s
                                                                                  Table B          -   owner’s consent provided on form
     ~, --_.._--’---
     I/We, the above-mentioned ownerls of the land, consent
                                                                                  Owner’s name/s
     to the making of this request.

                                                                                  o The owner’s written consent is attached,
     Signature/s




     20f4                    2012/13 Regional Strategy and Planning Request to Change Existing Approval and/or Extension to Relevant Period FM3002s

Page 4

   ~    ~
            "-4




NOTES: For qu stion 7

Under section 371 of the Sustainable Planning Act 2009, if the person making the request is not the owner of the land to which the
approval relates, the request must be accompanied by the owner’s consent.
However, owner’s consent is not required if the approval:
       relates to land the was acquisition land to which section 263(2)(d) of the Sustainable Planning Act 2009 applied when the
       application for the approval was made; or
       is for building work or operational work for the supply of community infrastructure on land designated for the community
       infrastructure; or
       the consent of the owner would not be required under section 263(1) of the Sustainable Planning Act 2009 if a development
       application were made for the requested change.
Also, owner’s consent is not required if the Assessment Manager is satisfied that:
       the number of owners of the land make it impractical to obtain owners’ consent, and the requested change does not materially
       affect the owners’ land; or

       having regard to the nature of the proposed change, the owner has unreasonably withheld consent and the requested change
       does not materially affect the owner’s land.




Nature of State owned resource:

Nature of Evidence required:

o Evidence of allo ation of I entitlement to, the resource               D.Evidence the chief executive has agreed to the request

Attach a copy of the evidence required above

NOTES: For question 8

Section 370(3) and (4)of the Sustainable Planning Act 2009 requires that if an application for the development approval were made at
the time of making this request and evidence under section 264(1) of the Sustainable Planning Act 2009 would be required to support
the application, this request must be accompanied by the written agreement of the chief executive from whom evidence would be
required under section 264(1).
Section 264 of the Sustainable Planning Act 2009 provides that if a development involves a State resource, a regulation may require
the application to be supported by certain evidence prescribed under regulation. Schedule 14 of the Sustainable Planning Regulation
2009              bes the State resources for which evidence is required to be given, and the evidence required, to support the application.




9. Declaration of applicant

I/We, the applicant, declare that the above information is correct in all respects, at the time of lodgement of this
application with the Sunshine Coast Regional Council. Should any of the details given in relation to this application be
changed in the future, the applicant shall advise the Sunshine Coast Regional Council in writing prior to any such change
being implemented.
Signature/s                                                                                                Datif/l- I




30f4                      2012/13 Regional Strategy and Planning Request to Change Existing Approval and/or Extension to Relevant Period FM3002s

Page 5

                                                                                                                                         ......
                                                                                                                                     ~




                                                                     m
Receiving Officer                                                                                 ~




                                                                                                                ~




Payment options
In person    Customer service centres: 8.30 am to 4.30 pm Monday to Friday (excludes public holidays).

By mail      Cheque or money order to be made payable to: Sunshine Coast Regional Council.
             o Cheque                        I 0Money order                    o Mastercard                     o Visa

             Card number                                                       Expiry date                      Amount $

             Name on card                                                      Signature of cardholder
             Phone                                                             Is a receipt required?            DYes           o No
40t4                2012/13 Re9lonal strategy and Plannm9I Req uest to Chan 9e EXlstin 9 A pp roval andfor Extension to Relevant Period FM3002s

Page 6

                                                                                                                             MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
                                                                                                                   ------------



                                                                                                                   TOP OF WAlL
                                                                                                                   RL 1.0AHD                                                                                       DECK
                                                  DECK
                                                  Rl1.0 AHD                                                                                                                                                        RL 1.0AHD



                                                                                                                             MINIMUM WATER RL 0.44 AHD



                                                                                                                      PILES:
                                                                                                                      ALL PILES SHAlL BE APPROVED
                                                                                                                      HARDWOOD AND TREATED
                                                                                                                      TO HAZARD 6.
                                                                                                                      ALL PILES SHAlL BE INSTAlLED                                                                                                                II                      ~
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                                                                                                                      PILING CODE                                                                                                                                I I
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                                                                                                                                                                                                                RECESS HEADSTOCK                                               LIceno& No 723720


                                                  I                                                                                                                                                                                                            TREATED




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                                                                                PILES:
                                                                                  200MIN
                                                                                                                                                           LOT 48                                               & STRINGERS                                HWOPlLE             ABN 55 099036 736
                                                                                                                                                                                                                25 NOM mo PILE                                                 28 Sunset DrI""     PhIFIiX 07 54554762
                                                                                TREATED 1M’[)
                                                                                                                                                                                                                                                                               Noosa Heads         Mobile 0408 137526
                                                                                                                                                                                                                                                                               0kI4587                    0411749644
                                                                                                                                                           917m2
                                                                                DECKING:                                                                                                                                                                                       G & V BERGIN
                                                                                25 x 140 F14 HWD                                                                                                     TYPICAL SECTION
                                                                                SCREWED TO BEARERS
                                                                                                                                                                                                                                                                               PROPOSED JETTY
                ~
                                                                                                                                                                                                     1:20

                ~   ~
                    ~
                    ~
                         _me                                                        HANDRAR.:
                                                                                    RIGID HANDRAIL TO COMPLY
                                                                                    WITH COUNCIL REGULATIONS
                                                                                                                                                                                                     NOTES:

                                                                                                                                                                                                     I. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE OURABIlJTY ClASS 1
                                                                                                                                                                                                                                                                               LOT 48
                                                                                                                                                                                                                                                                               (No7)
                                                                                                                                                                                                                                                                               LEESIDE PLACE
                        -l~                                                                                                                                                                          OF APPROVED SPeCIES N HAVE A STRESS GRAOE OF F14 MIN.

                                                                                                                                                                                                     2. UNLESS NOTED OTHERWISE All. CONSTRUCTION SHALL COMPLY WtrH
                                                                                                                                                                                                     THE ENVIRONMENrAL PROTECTION AGENCY$" OPERATIONAL POLICY-
                                                                                                                                                                                                     "BUILDING AND ENGINEERING STANDARDS FOR nDAL WORKS".
                                                                                                                                                                                                                                                                               NOOSA WATERS
                                                                                                                                                                                                                                                                                                        RABRll’iK PlY LTD TfA




                ~
                        d ~I II:~                                                        100 x 100 x 10ALUMINIUM                                                        1500
                                                                                                                                                                               10000
                                                                                                                                                                                                     3. All. STAINLESS STEEL BOLTS. RODS.ETC.. SHALL BE APPROVED MARINE
                                                                                                                                                                                                     GRADE 318. AU. OTHER STEELWORK INClUDING NlJTS. BOLTS.WASHERS.
                                                                                                                                                                                                     SCREWS.NAILS. ETC..SHALL BE HOT DIPPED GALVANISED OR STAINLESS
                                                                                                                                                                                                     STEEL
                                                                                                                                                                                                                                                                                 JJ & Associates    John Norden

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                                                                                                                                                                                                     4. TOP OF PILES SHAll. BE SEALED AND FUll.Y CAP FlASHED OR RINGED.


                                                                                                                                                                                                     5. DIMENSIONS AND LEVELS SHAll. NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                                                 .                         ACN 010 263 877

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                                                                                                                                                                                                                                                                                                   Tewan1ln Q 4585

                                                                                                                                                                                                                                                                                                   Ph:0754497137 Fax: 07SU97172
                                                                                                                                                                                                                    REAL PROPERTY                                                                  Emall:[email protected]
                                                                                                                                                                                                                    DESCRIPTION
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                                                                                                                                                                                                                                                                                         12/149-1                                A

Page 7

                                                                                                                                                                                                                                                                                                                                             -


                                                                                                                                       MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

                                                                                                                          TOP OF WALL
                                                                                                                          RL 1.0AHD                                                                                     DECK
                                                      DECK
                                                      RL 1.0 AHD                                                                                                                                                        RL 1.0AHD



                                                                                                                                       MINIMUM WATER RL 0.44 AHD



                                                                                                                               PilES:
                                                                                                                               ALL PILES SHALL BE APPROVED
                                                                                                                               HARDWOOD AND TREATED
                                                                                                                               TO HAZARD 6.
                                                                                                                               ALL PILES SHALL BE INSTALLED                                                                                                           II                      ~
                                                                                                                               IN ACCORDANCE WITH AS 2159
                                                                                                                               PILING CODE
                                                                                                                                                                                                                                       I                   0
                                                                                                                                                                                                                                                                      II
                                                                                                                                                                                                                                                           ~
                                                                                                                                                                                                                                                                      II
                                                                                                                                                                              PLACE                                                II
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                                                                                   &GEOTEXTILEFASRIC        MAXIMUM MOORED VESSEL. 5m                                                                                                                          150 x 75 STRINGER
                                                                                                                                                                                                                                                                                   TRAOINGAS
                                    ~                                                                       BERTHING VELOCITY O.S mlsec

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                                                                                                                                                                                                                    RECESS HEADSTOCK                                               Llcenc& No 723720


                                                      I                                                                                                                                                                                                        0200TREATED




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                                                                                     PILES:
                                                                                     0200MIN
                                                                                                                                                                     LOT 48                                         & STRINGERS
                                                                                                                                                                                                                    25 NOM INTO PILE
                                                                                                                                                                                                                                                               HWDPlLE             ASN 55099 036 736
                                                                                                                                                                                                                                                                                   28 Sunset Ortve     PhlFax 07 54554762
                                                                                     TREATEOHWD
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                                                                                                                                                                                                                                                                                   QId 4567                   0417749844
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                                                                                    SCREWED TO BEARERS
                                                                                                                                                                                                                                                                                   PROPOSED JETTY
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                        ~
                        ~    ~                                                           HANDRAIl:
                                                                                         RIGtD HANDRAIl TO COMPLY
                                                                                         wrTH COUNCIL REGULAWNS
                                                                                                                                                                                                          NOTES:

                                                                                                                                                                                                          1. UNLESS NOTED OTHERWISE ALL nMBER SHAlL BE DURABILITY CLASS 1
                                                                                                                                                                                                                                                                                   (No7)
                                                                                                                                                                                                                                                                                   LEESIDE PLACE
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                                                                                                                                                                                                          2. UNlESS NOTED OTHERW1SE AU.. CONSTRUCTION SHALL COMPI.Y WITH
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                                                                                                                                                                                         10000
                                                                                                                                                                                                          3. AU.. STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE
                                                                                                                                                                                                          GRADE 318. ALL OTHER STEELWORK INCLUDING NUTS, BOlTS,WASHERS.
                                                                                                                                                                                                          SCREWS,NAILS, ETc.. SHALl BE HOT DIPPED GALVANISED ORSTAINLES8
                                                                                                                                                                                                          STEEL
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                                                                                                ANGLE BRACKET

                 ~                                                                              11M16 SIS TO HEADSTOCK
                                                                                                1/M16 SIS TO STRINGER
                                                                                                                                                                                                          4. TOP OF PILES SHAu.BE SEALED AND FULLY CAP FLASHED OR RINGED.
                                                                                                                                                                                                                                                                                     .                         ACN 010 263 877

                                                                                                                                                                                                          5. DIMENSIONS AND LEVELS SHAll. NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                                                                       S1nIc:tur.11 tlvH DetJlgn Englneeta

                                         ’                ,
                                                                                                                                                                                                                                                                                                       Suite 18 ’Tewantln Plaza"


                                                                                                                                                                                                                                                                                     A                 PoInciana A""nue I PO Box 205




                            i1’00x:OOX75 t                                                                                         ~~                                   ~
                                                                                                                                                                                                                        REAL PROPERTY
                                                                                                                                                                                                                        DESCRIPTION
                                                                                                                                                                                                                        lOT 48
                                                                                                                                                                                                                                                                                                       Tewanlln Q 4565


                                                                                                                                                                                                                                                                                                       Ph:0754497137 Fax: 0754497172
                                                                                                                                                                                                                                                                                                       Emall:In._a@lnl .on.net



                                                                                                                                                                                                                                                                                                               DA’IE

                                                                                                                                   ~~                                   ~


                 ~          +~’X75~+,~
                                                                                                                                                                        ~
                                                                                                                                                                                                                        RP839221
                                                                                                                                                                                                                        PARISH WEYBA
                                                                                                                                                                                                                        COUNTY MARCH              ~                                        AS SHOWN
                                                                                                                                                                                                                                                                                                                       DECEMBER 2012




                                                                                                                                                                                                                                                                                                               CPSng,MIEAust, RPEQ.



                               L                                                               70000lA
                                                                                                                                         L                                                                          SITE PLAN
                               1                                                                                                         1
                                                                                                                                                                                                                    1:200                                                               NO.                                   AMENDMENT

                              FRAMING LAYOUT 1:50                                                                                                                                                                                                                                             12/149-1                            A

Page 8

                                                                                                                                                                                                                                                                                                        -


                                                                                                                 MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

                                                                                                             OF WALL

                                                 DECK
                                                                                                    ,TOPRL 1.0AHD                                                                                 DECK
                                                 RL 1.0AHD                                          I                                                                                             RL 1.0AHD



                                                                                                                 MINIMUM WATER RL 0.44 AHD



                                                                                                          PILES:
                                                                                                          ALL PILES SHALL BE APPROVED
                                                                                                          HARDWOOD AND TREATED
                                                                                                          TO HAZARD 6.
                                                                                                          ALL PILES SHALL BE INSTALLED                                                                                                           II                      ~
                                                                                                          IN ACCORDANCE WITH AS 2159
                                                                                                          PILING CODE
                                                                                                                                                                                                               I                     co
                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                     ~
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                             1500O/A
                                                                                      SINGLE USER, PRIVATE
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                                                                                                                                                                       II      u                               SIDE ELEVATION
                     ~                               ~
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                             .
                              ....#.   .,
                                            ..
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                                                                                      DESIGN LIVE LOAD 2.0 kPa
                                                                                                                                                                       u


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                                                 ’                                                       -
                                                                        PERTY
                                            .


                                                                    BOUNDARY


                   T                                 I
                                                              PILES TO BE CLEAR
                                                              OF STONE PITCHING
                                                              & GEOTEXTlLE FABRIC     MAXIMUM MOORED VESSEL                -
                                                                                                                               5m                                                                                                         150 x 75 STRINGER
                                                                                                                                                                                                                                                              PILE-IT PTY LTO
                                                                                                                                                                                                                                                              TRADING AS
                ~            ~                       ~                                BERTHING VELOCITY          0.5 mlsec

                 I,’                             I"
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                                                                                                                                                                                                                                          1"-116S1S
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                                 "
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                 f’
                                                 "



                                                                                                                                                                                              RECESS HEADSTOCK                                                Licence No 723720

                                                 I                                                                                                                                                                                             TREATED




               -+J.7
                                                                PILES:
                                                                  200MIN
                                                                                                                                               LOT 48                                         & STRINGERS
                                                                                                                                                                                              25 NOM INTO PH.E
                                                                                                                                                                                                                                          HWDPlLE             ABH 55099036 736
                                                                                                                                                                                                                                                              28 Sunset OlIve     I’hfFax 07 54554762
                                                                TREATEDHWD
                                                                                                                                                                                                                                                              Noosa Heada         Mobile 0408137526
                                                                                                                                                                                                                                                              QId 4567                   0411749644
                                                                                                                                               917m2
                                                               DECKING:                                                                                                                                                                                       G & V BERGIN
                                                               25 x 140 F14 HWD                                                                                                     TYPICAL SECTION
                         .
                                                               SCREWED TO BEARERS
                                                                                                                                                                                                                                                              PROPOSED JETTY
       -
                                                                                                                                                                                    1:20
                                                 ’L                                                                                                                                                                                                           LOT 48
       ~
       w
           ~
           ~
           ~
                       l?"~                                         HANDRAIl:
                                                                    RIGID HANDRAIL TO COMPLY
                                                                                                                                                                                    NOTES:                                                                    (No7)
                                                                                                                                                                                    1. UNlESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
                                                                    WITH COUNCIL REGULATfONS                                                                                                                                                                  LEESIDE PLACE
               -L~                                                                                                                                                                  OF APPROVED SPECIES AND HAVE A S’TRESS GRAOE OF F14 MIN.


                                                                                                                                                                                    2. UNlESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPI.Y WITH
                                                                                                                                                                                    THE eNVIRONMENTAL PROTECTION AGENCYS’OPERATIONAL POLICY-
                                                                                                                                                                                    ’BUILDING AND ENGINEERING STANDARDS FOR mAL WORKS-.
                                                                                                                                                                                                                                                              NOOSA WATERS
                                                                                                                                                                                                                                                                                       RABRlNK P"TY LID T/A



               ~:II ~I II:~                                               100 x 100 x 10ALUMINIUM                                                           1500
                                                                                                                                                                   10000
                                                                                                                                                                                    3. ALL STAINLESS STEEL BOLTS, RODS. ETC., SHALL BE APPROVED MARINE
                                                                                                                                                                                    GRADE 318. ALL OTHER STEElWORK INCLUDING NUTS. BOLTS,WASHERS.
                                                                                                                                                                                    SCREWS,NAlLS, ETC.,SHALL BE HOT DIPPED GALVANISED OR STAINLESS
                                                                                                                                                                                    STEEL
                                                                                                                                                                                                                                                                JJ & Associates    John Norden

                \            \                                            ANGLE BRACKET

       ~
                 lI..i 1 ’I~      ’               ,
                                                                          1!M1S SIS TO HEADSTOCK
                                                                          1!M16 SIS TO STRINGER
                                                                                                                                                                                    4. TOP OF PH.ES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED.


                                                                                                                                                                                    6. DIMENSIONS AND LEVElS SHALL NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                                .                         ACN 010 263 877

                                                                                                                                                                                                                                                                                  Slnll:tI&’all eMI Dealg

                                                                                                                                                                                                                                                                                  SuIte 16 ’TewanUn Plaza"
                                                                                                                                                                                                                                                                                                             fnglneera



                                                                                                                                                                                                                                                                .A                PoIncIane Averue I PO Sol< 205

               ~                   L:                     _
                                                              150x75

                                                                           _+                                t~                                                                                   REAL PROPERTY
                                                                                                                                                                                                                                                                =aelli
                                                                                                                                                                                                                                                                                  Tewantin Q 4565

                                                                                                                                                                                                                                                                                  Ph:0754497137 Fax: 0764497172




                  -:-1’50’75
               ---~
                                                                                                                                                                                                                                                                                  Emall:[email protected]
                                                                                                                                                                                                  DESCRIPTION

                             _.-I                                                                            f       I         ~
                                                                                                                                                  ~
                                                                                                                                                  ~
                                                                                                                                                                                                  LOT 48                                                      DRAWN                       DAlE




       ~
               ~~~~~~_JL_~
                         I
                             --




                                            eaL2150X75
                                                                    --




                                                                                  J:’-
                                                                                                             ....,                                S!
                                                                                                                                                                                                  RP839221
                                                                                                                                                                                                  PARISH WEYBA
                                                                                                                                                                                                  COUNTY MARCH              @                                 SCAU:
                                                                                                                                                                                                                                                                      SASHTON




                                                                                                                                                                                                                                                                      AS SHOWN
                                                                                                                                                                                                                                                                                                 DECEM8ER 2012


                                                                                                                                                                                                                                                                                          DESIGNED


               100                                                                                                       150
                                                                                                                                                                                                                                                                                          CPEng, MIEAusl. RPEQ.
                                                                                                                                                                                                                                                              ISSUE


                     l                                                   7000O/A
                                                                                                                     L                                                                        SITE PLAN                                                               WORKINGDRG
                 1                                                                                                 1
                                                                                                                                                                                              1:200                                                           DRGNO.                                        AIIIENDIIoENT

                 FRAMING LAYOUT 1:60                                                                                                                                                                                                                                     12/149-1                              A

Page 9

                                                                                                        MAXIMUM RECORDED FLOOD lEVEL Rl2.00 AHD
                                                                                               ------------


                                                                                               TOP OF WALL                                                                                                                                                          TOP OF WALl:
                                                                                               RL 1.0AHD                                                                                     DECK                                                                   Rl1.0AHD
                                                DECK
                                                Rl1.0AHD                                                                                                                                     RL 1.0AHD



                                                                                                        MINIMUM WATER RL 0.44 AHD
                                                                                               ----------




                                                                                                    PILES:
                                                                                                    ALL PILES SHALL BE APPROVED
                                                                                                    HARDWOOD AND TREATED
                                                                                                    TO HAZARD 6.
                                                                                                    ALL PILES SHALL BE INSTALLED                                                                                                           II                      ~
                                                                                                    IN ACCORDANCE WITH AS 2159
                                                                                                    PILING CODE                                                                                                                           I I
                                                                                                                                                                                                                                ~
                                                                                                                                                                                                                                           II
                                                                                                                                                  PLACE
                                                                                                                                    LEESIOE                               II                     ~
                                                                                                                                                                                                 ’"                                        II
                                                                                                                                      11SS8                           I
FRONT ELEVATION                                                                                                                       zeg’3Il’                            II                                                               u
                                                                                                                                                                  II ~
1:60                                                                                                                                                                      II
                                                                                 JETIYUSE:
                                                                                                                                                                  II      II
                               15000lA
                                                                                 SINGLE USER. PRIVATE
                                                                                 NO VEHICULAR ACCESS
                                                                                                                                                                  II      u                                 SIDE ELEVATION
                                                 l
                                                1
                ....           .
                                ..1.   ~
                                           ..
                                                                                                                                                                  II                                        1:60



                       ~-I-l                                                     WALKWAY DECK VERTICAL
                                                                                 DESIGN LIVE LOAD2.0 kPa
                                                                                                                                                                  u


                T150X~5
                                                                                                    -
                                                ’
                                                                 PERTY
                               ~.
                                                              BOUNDARY


                     I                           I
                                                        PILES TO BI1 CLEAR
                                                        OF STONE PITCHING
                                                        .~,-                     MAXIMUM MOORED VESSEl- 5m                                                                                                                          150 x 75 STRINGER
                                                                                                                                                                                                                                                        TRADING AS




                  ~:II ~ I II:~
                                                                                 BERTHING VELOCITY 0.5 mlsec
                                                                                                        -


       ~
                                                                                                                                                                                                                                    1/M16S1S
                                                                                                                                                                                                                                                        NOOSAJETIY
       I                                                                                                                                                                                                                            1/M16S1S
                                                                                                                                                                                                                                                        BUILDERS
                                   ’




                       f’                       ’I                                                                                                                                       REceSS HEADSTOCK                               TREATED
                                                                                                                                                                                                                                                        Llcan No 723720




                +JX7.1
                                                          PILES:                                                                                                                         & STRINGERS
                                                            200MIN
                                                                                                                                      LOT 48                                             25 NOM INTO PILE
                                                                                                                                                                                                                                    HWDPlLE             ASN 55099036 736
                                                                                                                                                                                                                                                        28 Sunset Drive      Fax IJ1 54554762
                                                          TREATEO HIND                                                                                                                                                                                                     Mobile 0408 137526
                                                                                                                                                                                                                                                        Noaaa Head8
                                                                                                                                                                                                                                                        Old 4567                 0417749644
                                                                                                                                      917m2
                                                         DECKING:                                                                                                                                                                                       G & V BERGIN
                                                         25 x 140 F14 HWD                                                                                                      TYPICAL SECTION
                                                         SCREWEO TO BEARERS                                                                                                                                                                             PROPOSED JETTY
                           ,
       ~                                                                                                                                                                       1:20
                                                ’L                                                                                                                                                                                                      LOT 48
       ~   ~
           8
           51
                  12[00>111                                    HANDRAIL:
                                                               RIGID HANDRAIL TO COMPLY
                                                               WITH COUNCIL REGULATIONS
                                                                                                                                                                               NOTES:

                                                                                                                                                                               1. UNLESS NOTED OTHERWISE ALL TIMBER SHAll BE DURABIUTY ClASS 1
                                                                                                                                                                                                                                                        (No7)
                                                                                                                                                                                                                                                        LEESIDE PLACE
                Jl_~_J__   ,                    ,
                                                                                                                                                                               OF APPROVED SPeCIES AN)HAVE A STRESS GRAOE OF F14 MIN.

                                                                                                                                                                               2. UNlESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WtTH
                                                                                                                                                                               THE ENVIRONMENTAL PROTECTION AGENCY$’OPERAllONAL POLICY.
                                                                                                                                                                               "BUILDING AND ENGINEERING STANDARDS FOR T1DAL WORKS’,
                                                                                                                                                                                                                                                        NOOSA WATERS
                                                                                                                                                                                                                                                                               RABRIl’iK PlY LID T/A



                 ~:II ~I II:~                   ’
                                                                     100 x 100 x 10ALUMINIUM                                                        1500
                                                                                                                                                              10000
                                                                                                                                                                               3. ALL STAINLESS STEEL BOLTS, RODS. ETC.. SHAlL BE APPROVED MARINE
                                                                                                                                                                               GRADE 316, All OTHER STEELWORK INClUDING NUTS,BOLTS.WASHERS,
                                                                                                                                                                               SCREWS,NAILS, ETC.. SHALL BE HOT DIPPED GAlVANISED OR STAINLESS
                                                                                                                                                                               STEEL
                                                                                                                                                                                                                                                          JI & Associates   John Norden


       I          !!           !!                I!!                 ANGLE BRACKET                                                                  O/A



                       II,I I                                        1!M16 SlS TO HEADSTOCK
                                                                     1/M16 SIS TO STRINGER
                                                                                                                                                                               4. TOP OF Piles SHALL BE SEALED AND FULLY CAP fLASHED OR RINGED.


                                                                                                                                                                               5. DIMENSIONS AND lEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                          .                       ACIII 010 263 877

                                                                                                                                                                                                                                                                           SIN_IItMl Design Eng.....,.

                                   ,            ,

                                                                                                                                      11451                                                                                                                                SuIIe 16 ’TewanUn Plaza"
                                                                                                                                      95’’Z
                                                                                                                                                                                                                                                          A                Polncfana AVllnue 1 PO Box 205




                --t                 c                  _’00x~
                                                                     -+                          ’t-~                                                                                        REAL PROPERTY
                                                                                                                                                                                                                                                          ~!!!I
                                                                                                                                                                                                                                                                           Tewantln Q 4565

                                                                                                                                                                                                                                                                           Ph:0754497137 Fax:1J154497172




                ~: ~1’00X75_:-i_
                                                                                                                                                                                                                                                                           ErnaJI:[email protected],n
                                                                                                                                                                                             DESCRIPTION
                                                                                                                                              ~            PROPOSED                          lOT 48                                                                               DATE

                                                                                                        ~~                                    8


       ~        +4W-X75~’=t~
                                                                                                        ....,                                 ~
                                                                                                                                                           JETIY                             RP839221
                                                                                                                                                                                             PARISH WEYBA
                                                                                                                                                                                             COUNTY MARCH              ~                                        SASHTON




                                                                                                                                                                                                                                                                AS SHOWN
                                                                                                                                                                                                                                                                                  DESIGNED

                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                          DECEMBER 2012




                                                                                                                                                                                                                                                                                          .   .   .   .   .




                                                                                                                150                                                                                                                                                                       ,
                                                                                                                                                                                                                                                                                              MIEAust, RPEO.




                       l                                           7000O/A
                                                                                                                L                                                                        SITE PLAN                                                              WORKINGDRG
                       1                                                                                    1
                                                                                                                                                                                         1:200                                                               NO.

                       FRAMING LAYOUT 1:50                                                                                                                                                                                                                         12/149-1                                   A

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