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Development Application - Part 2 of 2 - Planning report, Plans & Referral Agency Response · OPW11/0144

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                                                                                                                                                                                                                                                                                         100 THICK CONCRETE DECK
            RECTANGULAR PONTOONS                                                                  U SHAPED PONTOON                                                           L SHAPED PONTOON                                                                                        r 1 LAYER G445A MESH 40mm
                                                                                                                                                                                                                                                      2-N12 BARS IN TOP
                      6000 TO :5000                                                                                                                                                                                                                        OF ALL BEAMS                COVER TO EXPOSED SURFACES
                                                           I--500                                                8000 TO 1500                                                            000 TO 1500D
                                                                                      500-4                                                   --500          50                                                                                        UNDER DECK MESH

                                                             ah pX
                                                                                                                                                                                                                                                             T-
                                                                                          pX
                                                             ocl^ tna                     In a        II                 1^'A            II                   o X                           LEFT H,A
                                                             N U re f

                                                                                          ML                    ssT.=-   - - _ __+a

                                                                                                      U                                  U
                                                                                                                                                              T
           --8000 TC 1000C
 500-{                                                            00


           Fr== --       fi                                                                       NOTE,
           II 1^0 ^ ^Q^^'V                                   a                                    BEAMS NO' REQUIRED FOR PONTOONS                                                                                                                                    JSP-208 PERIMETER FRAME
                                                                                                  LESS THAN 8000 IN LENGTH                                  C.                           RIGHT HAND                  II
           LL i^_ sr JL = _ _ =JJ                           NM              N                                                                                                                                                                                        TYPICAL TO ALL PONTOONS




 500--
       i                    13100 TO 15000
                                EQUAL
                               SPACING                                 F--500
                                                                                                 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
                                                                                                 NOT TO SCALE
                                                                                                 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION
                                                                                                                                                                                                                                  380 STANDAR FREEBOARD
                                                                                                                                                                                                                                  FOR FLAT DECK PONTOONS

                                                                                                                                                                                                                                              WATER UNE
                                                                                                 SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PON100N CONNECTION DETNI S
                                                                            1
                                                                        O
                                                                        aU                                                                                                                                             25mm THICKENING ALONG ALL
           Ir      i^
                    + Nr T^pL^V^^L                                                                                                                                                                                       SIDES WITH 200 VIDE SL8
                                                                        NU
           IL         4- ._-==: a7                                                                                                                                                                                   MESH STRIP UNDER ANCHOR WEP
                                                                                      m
                                                                                                                                                                                                                                                                                            670 STANDARD OVERALL
                                                                                                                                                                                                                                                                                           FOR FLAT DECK PONTOONS
                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                           TYPICAL 3D X 120 TRANSVERSE END                                                             All concrete work to comply with AS3600. All concrete to be 50 MPa.
 MAX DRY STORED BOAT DISPLACEMENTS                                                                                                                         BEAM TO B INCLUDED IN ALL FLOAT                                                             Cover to reinforcement to exposed surfaces to be 40mm minimum.
                                                                                                                                                           A BOAT PONTOONS                                                                             Reinforcing to be minimum of 5mm bars at 100mm centres in each
 PONTOON PONTOON WIDTH                    PONTOON WIDTH                                       JSP-208                              150                                                                                                                 direction U.N.O.
 LENGTH  3.5m - 4.5m                        3m MINIMUM                            FOR PONTOON SIDES WHERE ANY PILE
                                                                                BRACKETS. ACCESSORIES AND OR PONTOON                                                                                                                                   All aluminium work to comply with AS1664. NI welds to be 5mm CFW.
    15m                 3.5t                      t                                   CONNECTIONS ARE REQUIRED                                           FLOAT A BOAT RAM= 1ORMiL INTO PONTOON DECK                                                    All butt welds to be full penetration. Aluminium to be grade 6351-T5.
    14m                        t                       t                                                                                                                                                                                               Surface of aluminium in contact with concrete to be coated with zinc
                                                                                                                                                Ir                                                                                                     cromate primer or equivalent.
    12m               :A de                    2.5t                                                                                                                                                                                                    Fabrication tolerance t 5mm.
    10m                2.75t                   2.3t                                                                                                                                                                                                    Al bolts and fittings to be 304 or 316 stainless steel.

     9m                2.4t                    2.11                                                                                                                                                                                                    Flotation to comprise of grade SL expanded polystyrene foam with
     8m                2.Ot                    1.8t                                                                                                                                                                                                    approved protective coating. The approved protective coating for the
                                                                                                                                                                                    PLAN VIEW                                                          pontoon will form an impervious barrier to water & marine organisms;
     7m                1.8t                    1.5t                                                                                                                                                                                                    and is suitable for the marine environment
     6m                1.5t                    1.3t
                                                                                          JSP-207                            15                                                                                                                        Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
     5m                1.0t                    0.9t                         MAY BE USED FOR PONTOON SIDES ONLY                                                                                                                                         onto pontoon with 1m clear at rear.
                                                                             REQUIRING FENDERING TO BE ATTACHED
                                                                                                                                                                                                                                                      This pontoon facility has been designed to comply with ON relevant
                                                                                                                                              ------------------------- ------                                                                        Australian Standards. The pontoon will be stable at all times. The
                                                                                                                                                                                                                                                      pontoon has been desigred so that when the specified live load is
                                               e080                                                          740 STANDARD OVERALL                FLOAT A BOAT RAMP OPTION                                                                             distributed over half the width of the pontoon and over the walkway;
                                                                                                           r r--450 STANDARD FREEBOARD           SCALE 1:50                                                                                           there is not less than 75mm of reserve freeboard; the bottom comer of
                       15                      1780,                        F--15C                                                                                                                        ING CLEATS                                  the pontoon does not emerge from the water, and the angle of tilt will
                                                            50                                                                                                                                                                                        not exceed 15',

                                                                                                                                                                                                                                                      MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.
WATER LINE                                                                                                                                                                          - - -    -    - - - - - - - - - -       - -    - --
                                                                                                                                                                                                                                                      PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
                                      FOAM DL TATION UNIT                                                           150                                                                          FOAM FLOTATION UNIT
                                                                                                                                                                                                                                                      MAXIMUM WAVE HEIGHT: 300mm.
                                                                                                                 RAMP DEPTH                                                                                                                           BOAT WAKE: 500mm.
                            RAMP END VIEW                                                                                                                                          FRONT ELEVATION                                                    MAXIMUM. WIND VELOCITY: 41 m/s.

                                                                                      THE MARINA SPECIALIST                                                                                                                CUENT:JvecR,v C, Hclv'( v(6 $              TIE:     PONTOON CONSTRUCTION DETAILS
                                                                            TRACNC AS            ACN 010633119        2 INDCSTRIAL AVE         (fjo                                               ACN: 051 074 992                 Nl 1va
                                                                                                                                                                                                                                                  r
                                                                                TME                                   '
                                                                                                                      ,,,&LJNDRA                                  Critic IO4Jt Pty Ile                                    lLt 75 j ^^  kUb$CC^
                                                                                                                                                                                            Ph (07) 3369 9822
                                                                                                                      OLD AUSTRALIA 4551      U.N I, 5 Gcrdew Qae. IGtoo 4064               fm (07) 3369 9722                                                                                             r    NO:
                                                                                          ^' 'j ^[7                   PHONE (07)5492 5925
                                                                                                                                              P.O. ew 3M. To"" 4066.                        Emil: cordno0cardno.corn.au   PROJECT: STANDARD DRAWING                  SAS SHOWN                31/8/05     JSP-SD-'00
   7/6/06       r,ACN N16 6EAM W REPIA D 11TH 2-N12         JSP                            1   1  I        i^         FAX  (07) 5492 6699                                                             DATE;                                                          DRAWN      cH6a(ED   DWENSIOMS

    DATE                           AMENDMENT               wU            is P[ C I A 4 I S T                                                                                         167              /2-/0.06                                                         M.A                 MILLIMETERS    I      B

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