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Development Application - Part 2 of 2 - Title Search, ecoaccess Decision, DTMR Conditions, Correspondence & Plans · OPW11/0322

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                                                                                                                                                                                                                                                                                                                        100 THICK CONCRETE DECK
                   RECTANGULAR PONTOONS                                                                   U SHAPED PONTOON                                                                                 L SHAPED PONTOON                                                                                         r 1 LAYER G445A MESH 40nr1
                                                                                                                                                                                                                                                                                      2-N12 BARS IN TOP
                          8000 TO 1500D                                                                                                                                                                                                                                                    OF ALL BEAMS               COVER TO EXPOSED SURFACES
                                                                    0                            0--"`000 TO 1500                                                                                                       8000 TO 1500D
                              SD^k^                                                      50                                                                                   00           500-                                                            -500                         UNDER DECK MESH
                                                                                                                                                                         1
                                                                                                 T                                                          ^        1   TT

                                                                                                                                                                                                           lr                ll `` ,-v -                    O N     OX
                                                                                                                                                                                                                                                                                              T-
                                                                                                                                                                                                           II               LET' •HAND                              in
                                                                                                                                                                                               X                                                            ruL) c',f
                                                     - a
                                                                                                                                                                                  U) II    VII
                                                                                                                                                                                                                                                                                                                          2-Ne BARS IN BOTTOM
                                                             Lx                                                                                                                                                                                                                                                           OF ALL BEAMS 25 COVER
                                                                                                                                                                                                           U

   0                                                         "00                                                                                                                               -4
                                                                                                                                                                                                                        9000 TO 15000
                                                                         C5
                                                                         °
              rFrr- ==== -iff                   .-      11
                                                               oy            Ln                           NOTE
              II                    1I                           Of           i                           BEAMS NOT REQUIRED FOR PONTOONS o'•                                                                                                                                                        JSP-208 PERIMETER FRAM-
                                                               ou                                                                        C>z
                                                               N                                          LESS THAN 8000 IN LENGTH                                                                                                                                                                   TYPICAL TO ALL PONTCLNS
              &==^rJL ====JJ                                                 N
                                                                             M



                             40100 TO 15000                                                              STANDARD PONTOON SHAPES & BEAM CONFIGURATIbNS
                                                                                                                                                                                                                                                                   380 STANDAR FREEBOARD
                               1EQUAL                                                                    NOT TO SCALE                                                                                                                                              FOR FLAT DECK PONTOONS
 50                              SPACING                                     00
                                                                                                         SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS. PONTOON DESIGN & ORIENTATION
                                                                                                         SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS                                                                                               WATER UNE
                                                F
                                                                        oy                                                                                                                                                                             25mm THICKENING ALONG ALL
             N                 I                                 111    acr
                                                I.                                                                                                                                                                                                       SIDES WITH 200 WIDE SL8
                                                                        NV
             LL              -IL-                               =j                      In                                                                                                                                                           MESH STRIP UNDER ANCHOR WEB
                                                                         i              m

                                                                                                                                                                                                                                                                                                                           670 STANDARD OVERALL
                                                                                                                                                                                                                                                                                                                          FOR FLAT DECK PONTOONS
                                                                                                                                                                rr   --        ------
                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                II                         TYPICAL 30 X 120 TRANSVERSE END                                                             All concrete work to comply with AS3600. All concrete to be 50 UPo.
 MAX DRY STORED BOAT DISPLACEMENTS                                                                                                                                                     ,'-8EAM TO B INCLUDED IN ALL FLOAT                                                              Cover to reinforcement to exposed surfaces to be 40mm minimum.
                                                                                                                                                                                           A BOAT P0. OONS                                                                             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                                                                                                                                                                 Al aluminium work to comply with AS1664. All welds to be 5mm CFW.
       15m                 3.5t                      2.9t                               CONNECTKNJS ARE REQUIRED                                                                       FLOAT A BOAT RAMP FORMED INTO PONTOON DECK                                                      All butt welds to be full penetration. Aluminium to be grade 6351-T5.
       14m                 3.25t                     2.75t                                                                                                                                         O
                                                                                                                                                                                                                                                                                       Surface of aluminium in contact with concrete to be coated with zinc
                                                                                                                                                                                                   0                                                                                   cromate primer or equivalent.
       12m                 3.Ot                      2.5t                                                                                                                1.                                                                                                            Fabrication tolerance i 5mm.
       10m                 2.75t                     2.3t                                                                                                                                                                                                                              Al bolts and fittings to be 304 or 316 stainless steel.

        9m                 2.4t                      2.1t                                                                                                                          Y12-50                                                                                              Flotation to comprise of grade SL expanded polystyrene foam with
        8m                 2.0t                      1.8t                                                                                                                                                                                                                              approved protective coating. The cpproved protective coating for the

        7m                                           1.5t
                                                                                                                                                                                                                    PLAN VIEW'                                                         pontoon will form an impervious barrier to water & marine organisms;
                           1.8t                                                                                                                                                                                                                                                        and is suitable for the morire environment
        6m                 1.5t                      1.3t                                                                                                                                                                       - - - - - - - - - - - - - - - - -
                                                                                            JSP-207                                                                                                                                                                                    Pontoons with Float-A-Boot romps to have dry stored boat fully winched
       5m                                            0.91                                                                                      15
                           ^.0`--                                            MAY BE USED FOR PONTOON SIDES ONLY                                                                                                                                                                        onto pontoon with lm clear at rear.
                                                                              REQUIRING FENDERING TO BE ATTACHED
                                                                                                                                                                                                                                                                                       This pontoon facility has been designed to comply with all relevant
                                                                                                                                                            J -------- L----------------- I -------                                                                                    Australian Standards. The pontoon will be stable at all times. The
                                                                                                                                                                                                                                                                                       pontoon has been designed so that when the specified live load is
                                                     2080                                                      740 STANDARD OVERALL.                                     FLOAT A BOAT RAMP OPTION                                                                                      distributed over half the width of the pontoon and over the walkway;
                                                                                                                                                                                                                                                                                       there is not less than 75mm of reserve freeboard; the bottom comer of
                          150-
                           50H                       1780                                                     r 1-450 STANDARD FREEBOARD                                 SCALE 1 :50         ^OORINC CLEATS                                                                            the pontoon does not emerge from the water, and the angle of tilt will
                                                             150                                                                                                                                                                                                                       not exceed 15•.
                                                                                                                                                                              -    -   -   -   -   -   -   -    -   -   -   -   -   -   -   -   T1--..
                                                                                                                                                                                                                            e                                                          MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.
WATER UNE                                                                                                        !   .   .   .   .    .    .                                                                                                  J-:
                                                                                                                                                                                                                                                                                      PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
                                         FOAM FLOTATION 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:     -( C %2   ^a   I`IA+SA                    PONTOON CONSTRUCTION DETAILS
                                                                             TRADNC AS                   ACN 010633119               2 INOCSTRAL AVE                                           Q•rdno                            ACN 051 074 992
                                                                                                                                                                                                                                                                   LAT C (G^ Qom' fL
                                                                              THE                                                    t1N7RA                                                    C,mno (owl Pty Lid
                                                                                                                                                                                                                             Ph (07) 3369 9822                     Nti^Sr
                                                                                                                                     OED. AUSTRALIA 4551             lnd I. 5 Gardw poll, Witon 4064                         Fax (07) 3369 9722
                                                                                                                                                                                                                                                                          1-( MS                     SCALE.              DATE-                  NG N0:
                                                                                                                                     PHONE (07)5492 5925
                                                                                                                                                                     P.G. Box 388. Toovong 4066.                             Emoit cardnoOccrdno.con.ou   PROJECT: STANDARD DRAWING                      AS SHOWN            31 8/05        JSP-SD-100
 B 1 7/6/06        EACH N16 BIM BPJS FULACED WITH 2-N12       JSP                   iTT                                              FAX       (07) 5492 6699        [MICKED.                                   1R.P.E.Q.               DATE                                                         DRAWN     CH    ED MOMMS             K
\klOf DATE                          AMENDMENT                ISSU        is         )        P   E   C    I   A L I S T                                                                                           /667                  /Z./a96     j                                                  MA                  MILJMrERS                      AJ
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