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Development Application - Part 2 of 2 - Plans · OPW11/0301

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Plans and drawings: the text below has words only, no drawings.

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                                                                                130405486


               THIS IS THE FIRST PART OF A
           MULTIPLE PART RECORD
                    Checklist 1 Part                        ) Of •^'
                                      (Please Circle)

      Application number:                                    ^ ^L^                        01 X11
T UAM\B 1M %DJFO uunoN MANA    TtfPFCORDS MANAGEM iVCoatrd orRecordsWRMSV4uki PM Record


                                                                                             .^    ^VFO

                                                                                             Sc,.. o 2011
                                                                                             few -IQ
                              110']              17...........
Full text of the other 5 pages

Page 2

                                                                                                                                                                 (7)
                                                                                                                                                           (RP227485)

                                                                                                                                                          EUP9 O4




                                                                                                                                                                       REFERENCE MARKS
CD                                                                                                                                                                                          BEARING'     DIST
c.D                                                                                                                                           • 1     OScrewlnconc          RP227485        254°4.'      6 - 666
CID                                                                                                                                             /      OSore wlnKb          RP227485        357°50'      4.487
O                                                                                                                                               2       O Screw In          RP227485        262°/6'      4.475
a)                                                                                                                                                      cone path
                                                                                                                                                2 I                       RP227485       54°0/           16.6/4
                                                   RP75738                                                                                     20          0 $crew /n   Lease 4363-0/                    057,3
                                                                                                                                                              cone    (Lawrence &Ptnrs) 204031,



                                                                                Peg p/aced at stns 4, bZ /8, 21                                                        PERMANENT MARKS
                                                                                Nail In 6/lumen at Stns J&22                                                                                               NO
                                                                                                                                                    PA/      I     ORICJN        B&4R/NG        DI$ T
                                                                                Nod /n concrete at stns 5, 6, Z 15, 20
                                                                                Nag In Remtmant Nall at stns /6, /7                            2-OPAI Lease 4J63-0/ .29°04'                    38/       75737
                                                                                Unable to Mar* (under water) stns 9, /0, //, /2, /.1 14.      new conntL awrence d•Ptnrs)
          NCOSA MAPPING & SURVEYS PTY LTD ACN 010 364 404                                                                                     2-OPA/ Gone RP227485 I      J9°J6'               l0•   2   75730
          hereby aertlfy that the Company nos surveyed the and
          comprised In this plan byhYayne Edward K           TH•
          Licensed Surveyor for wbove work the company accepts
          r/sponsibllKy, that the plan Is accurate, that the
          sold survey was performed in accordance wtth the
          Surveyors Act 177 and the Sur                  lion 1992        PLAN OF                                                                                      PARISH           WEYBA
          and that the said survey wa         et^d prf•      1996
                                                                                                lT Lot .150                                                            COUNTY           Mazrch
                                                                                                                                                                       -Tp*WL OCAUf          NO      MLLE
                                                                                                                                                      ,4               L OCAL 80YERr1 MNT      N SA S. C.
                                :±
                                                                                                                                                                       LAI S REela*          SOU TH EAST
                                                                          ORIGINAL                                               PM    survey R¢CORDS 0 Oyte0          i/MWIIG O TWT
                                                                            MERIDIAN           MAP REF           SC/.LE                             ARCHIVED
                                                                             Vide
                                                                           RP227485
                                                                                          9545-,3.3/43         1:500                            BRISBANE                 CROWN              PLAr1908649
      0        10      70       30       40      50       60         70    80     90 100mm       CROWN COPYRIGHT RESERVED
      I         l       I        I        1    ,-_Li       I          I     I      I    I

Page 3

                                                                  ALLOt 11I3M311400 01
                  VIINLOOZO                                      $N0i1N31Y3 03IOe03d      .l..m. LLY    .....WnMY
VIAL IN.AW r0 I                                                                             I.f^^w          .AI.No.
                               r   w.¢           3711A V SOON.
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                   NYId 3110
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Page 4

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                                                          SNle SAM TO WR1M No OF aOTTpI
                                                          RPEE. ReePna&TE a=P!1OI

                                                          ]oo IMMM OMAETER W RFSRANT P.t
                                                          PPE GeMO POL040M 4.0 METRE eE10W
                                                          RAER wo

                                                          O.EAM Meal OF P.C CAeMO OF ALL eAM
                                                          AM WATER BEFORE OOIPIETflY FWAJ O
                                                          Olga RAIN 40p.OOPK74M PCOO G
                               ALL. PLle MALL BE PLUMED                              lti
                                                          WELL TOREMOVE ALL AIR POf
                               1Ot'TK/ L WALL DOW-CTIOM


                               TYPICAL PILE


                               PONTOONS

                               PONTOONS AND HEAVY DUTY PILING BRACKETS
                               SHALL BE DETAILED AND CERTIFIED BY EZ OOCK                      '0' BOATS
                               FOR ALL REQUIRED DESIGN LOADS INCLUDING
                               3.OId'e UNIFORM IMPOSED LOAD; 3.OkPe IMPOSED                    PROPOSED
                               LOAD OVER HALF THE WIDTH; 4.5101 CONCENTRATED
                               LOADS AND IMPACT LOADS
                                                                                               EXTENSIONS
                                                                                               No.222
                                                                                               GYMPIE TERRACE
                                                                                               NOOSAVILLE
                                                                                                              Me1tDe(/TYLTDT/A


                                                                                               J           John Norden
                                                                                                           & Associates
                                                                                                     1=    swaft"Ic"
                                                                                                           sum MTww4mP •
                                                                                                           P.rmJRrAwr I POam2w
                                                                                                           Tw.Wr+04

                                                                                                           NcoreMrns P=oru4nn
                                                                                                           emw K-p    w




                                                                                                 e Aa' i            OCTOeEi^ ]Da




                 SITE LAYOUT                                                                   Dmm
                                                                                                     09/161-1

Page 5

                                                                                                                                                                                                                           I




                            - 81
                            too. so. 3 Rms




                                                                                 i5ovade x 6R 5tanless steel runnlna                                   070 ro"ler         ,sowde .6P
                                                                                 strap for each uifcel. length to be' _                                one each s,de of   5,'S rc^mtnq s ('
                                                                                 defermmed on sik fix- wlfh sfoan!ess
                                                                                                                                                       ro^'p
                                                                                 steel cocrltcrsLrtk IJ2,1't screws
               SIDE ELEVATIONiso
                                                                                                                                                                ROLLER FRONT VIEW is
                                                                                    DETAIL  11S
                                                                                    (ROLLER SIDE VIEW)
                                                                                                                                                                                    0I6 5,15 h+nye pin


           t     f     t   Zs6 / 6      t     t
                                     625 4925
                                                                                                                                                                                    f
                      00.50. apt-,

$O- t I,                                            -Inteo!
                                                      6o•koa3RHS
                                                  ]^K>o.- 50.9 RPS
                      ,00.50. 3 Rns                   each frol



                     PLAN,,                                          100 ,c 'S ..121tc k   cgs                                                                                           s/s Era         w ra Aofe.
                                                                     we)dcd To uxrlkWo y                                                                                                 ^r $mm Grob SUCw
                                                                     .7an randhinge bases                                                                                                In-to /ujs
                                                                                                                                                                     HINGE DETAIL as
                                                                                   DETAIL                                                                           ( PLAN)        '0' BOATS
                                                                                                 2 I.s
                                                                                                                                                                                   PROPOSED
                                                                                                                                                                                   EXTENSIONS
                                                                                                                                                                                   No.222
                                                                                                                  NOTES                                                            GYMPIE TERRACE
                                                                                                   i All aluminium shall be alloy 6061-r6 and                                      NOOSAVILLE
                                                                                                     all welds sho: I be well formed Continuous                                                    PAERDY( PfY LTD TIA
                                                                                                     f,Ilet welds Using M.I•G• atxess or o       vrd
                                                                                                     ecjvivalent, ir,--C>rparobr^q wire elect de                                                John Norden
                                                                                                     swfoble f o r welding alf     6061 • T6                                                    & Associates
                                                                                                   2. All other metals (eg bushes, screws, efc)
                                                                                                      shall be stainless steel or a    vved
                                                                                                      non- ferrous marine grade inter a I                                                      sur 16'1r..rr,Plvr
                                                                                                                                                                                               PP.k.ftm M ,a 1 POlo, 706
                                                                                                                                                                                               r,* D 1666

                                                                                                                                                                                               Pk016/497177Fm0761407172
                                                                                                                                                                                               Em kLoke modsau t




                                                                                                                                                                                                I
               TYPICAL - SECTION 7:s
                                                                                                                                                                                       WOR^IfG DRG
               +r Serv,K Walkway 905 ekes
                                                                                                                                                  ACCESS RAMP                       amm
                                                                                                                                                                                         09/161-2

Page 6

                                                                                  DESIGN LOADS
                                                                         FIXED JETTY - DISTRIBUTED LOAD = 5 kPa
                               EXISTING   NOOSA
                               SAILING CLUB HOUSE                                     - CONCENTRATED LOAD=1.4 kN
                                                                     PONTOONS &RAMPS - DISTRIBUTED LOAD= 3 kPa
                                                                                      - CONCENTRATED LOAD =1.4 kN




EXISTING NOOSAVILLE                                    9.23 M                     14.22 M                                                                       6-05M
TENNIS COURT




                                                                                                                                                                                            THIS IS A COPY OF THE PLAN WHICH
                                                                                                                                                                                            WAS     SANCTIONED    PURSUANT    1G
                               EXISTING             EXISTING
                                                                                                                                                                                            SECTION eDA F THEfJI HAF OURS ACT ON
                               CONCRETE             WORKSHOP                                                                                                                                       1           c
                               SLAB                                                                                                                                                         SUBJ^CTTO THE CO jITIONIS SSPPECIFIE


                                                                       3 62M
                                                                                       DETAIL 2
                                                                                       SEE ORG NO
                                                                                                                                                                                                1:Y/.    :.?.5..   .......
                                                                                                                                                                                                       DIP.ECTOR•GENERAL
                                                                                                                                                                                                                             .........
                                                                                       92/241- 3                                                                                                 DEPT. E3IV1RONMCNTS HERITAGE




                                                                                                                                                               PROPOSED TIMBER JETTY




                                                                                                 'PROPOSED
                                                                DETAIL 1                           PONT OO N
                                                                                                  (By Pacific Marinas)                    L25mo+ {re hose reel
                                                                                                                                           to AS/221 wife 36m
                                                                                                  (NOT FOR PUBLIC USE)                    hose fitted with a iroyf yet
                                                                                                                                          nozzle.
                                                                                              13 UNITS- 3-OM x 0-9M

        II   EXISTING UNDER-
                                                                                                                                           FIRE FIGHTING EQUIPMENT
I            GROUND PETROL
      STORAGE TANKS                                                                   SL                                                   - Two 9kg dry chemical fire
                                                                                                                                                                                        T.M. & HM. & R. MC CART
L_J M AI-                                                                                   - ce curi`
        6770 LITRES                                                                          'lbn        ,   qe or suroble                   extingo,shers.                             PROPOSED EXTENSIONS TO
      _I                                                                                     e9vr^le^ t      oh ,2^.4  ^ hjh
                                                                                                                    ^ /m                   - Two 20 lure drums of oil
                                                                                             noh- cor*-os1Ve                                 dlsjersortt with apck up ejeccr            COMMERCIAL JETTY
    L CENCED CAPACITY                                                                                                                        mzz.le ora 9kn        d,Saersant
    '2256 LITRES                                                                                                                               5f                                       GYMPIE TERRACE
                                                                                                                                          - Ruo 50 kq boJ5 of oii                       NOOSAVILLE
                                                                                                                                            absorbent rraten61.
                                                                                                                                          Ec o, 7ment to b located adjacent
                                                                                                                                          to fuelling pos/hion.
                                                                                                                                                                                        JOHN NOROEN & ASSOCIATES
                                                                                                                                                                      PROPOSED
                                                                                                                                                                      PONTOON           SUITE   16                 TEL 074 497137
                                                                                                                                                                     (By Pacific        TEWANTIN PLAZA
                                                                                                                                                                                        POINCIANA AVE
                                                                                                                                                                        Marinas-)-- -   TEWANTIN
                                                                                                                                                                6 UNITS-24M x 24M



                                                                                                                                                                                        SCALE

                                                                                                                                          MARINE BOARD DESIGNATED BOUNDARY
                                                                                                                               LavMt                  10.1SM
                                                                                                                                 23-ISM

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