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Development Application part 2 of 2 · OPW11/0409

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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
                         8000 TO 15000-                                                                                                                                                                                                                     OF ALL BEAMS                 COVER TO EXPOSED SURFACES
 500--1                                                                                                                                                 500--^8000 TO 150000
                                                                                                                                     1--500                                                                                                              UNDER DECK MESH


                                                                                                                                                                                                                    F
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                                                                                                                                                         LL
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                         6000 TO 10000
   0                                                      f--500


             Fr-                 --I ff            --11     Oy
                                                                                            NOTE
              II                                            O    ci^                        BEAMS NOT REQUIRED FOR PONTOONS o'                                                                                                                                         JSP-208 PERIMETER FRAME
                                                            N U                             LESS THAN 8000 IN LENGTH        Im                                                                                                                                         TYPICAL TO ALL PONTOONS
                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                 x
             LL r.           ^FTL^J                                                                                                                 ¢
                                                                                                                                                 ()•X   NU




                            10100 TO 15000                                                  STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS                                                                                      11
                                                                                                                                                                                                                                    380 STANDAR FREEBOARD
                                EQUAL                                                       NOT TO SCALE                                                                                                                            FOR FLAT DECK PONTOONS
 50                            SPACING                                 F-500
                              r                                                             SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSmONS, PONTOON DESIGN & ORIENTATION
                                                                                            SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS                                                                             WATER UNE
                                                                                                                                                                                                                                                                                                                                 Co


                                                                                                                                                                                                                           25mm THICKENING ALONG ALL
             Ir        :^^ ^rpP^^^^                              N       Or
                                                                        oV                                                                                                                                                   SIDES WITH 200 WIDE SL8
                                                                                                                                                                                                                         MESH STRIP UNDER ANCHOR WEB
                                                                         I
                                                                                                                                                                                                                                                                                              670 STANDARD OVERALL
                                                                                                                                                                                                                                                                                             FOR FLAT DECK PONTOONS-
                                                                                                                                     -----------------------                                                                        -------             NOTES:
                                                                                                                                        /TYPICAL 30 X 120 TRANSVERSE END                                                                                All concrete work to comply with AS3600. All concrete to be 50 MPs.
 MAX DRY STORED BOAT DISPLACEMENTS                                                                                                                                                                                                                      Cover to reinforcement to exposed surfaces to be 40mm minimum.
                                                                                                                                                    / A BOATOPO OONSDED IN ALL FLOAT                                                                    Reinforcing to be minimum of 5mm bars at 100mm centres in each
 PONTOON PONTOON WIDTH                    PONTOON WIDTH                                      JSP-200                         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. All welds to be 5mm CFW.
       15m                3.5t                  2.9t                                 CONNECTIONS ARE REQUIRED                                        FLOAT A BOATI RAMP FORMED INTO PONTOON DECK                                                        All butt welds to be full penetration. Aluminium to be grade 6351-1-5.
       14m                3.25                     75t                                                                                                                                                                                                  Surface of aluminium in contact with concrete to be coated with zinc
                                                                                                                                                                                                                                                        cromate primer or equivalent.
       12m                                      25t                                                                                                                                                                                                     Fabrication tolerance ± 5mm.
       1Om                                      2.3t                                                                                                                                                                                                    All bolts and fittings to be 304 or 316 stainless steel.
                                                                                                                                                                                                                                     r
        9m                2.4t                  2.1 t                                                                                                                                                                                                   Flotation to comprise of grade SL expanded polystyrene foam with
        8m                2.Ot                  1 .8t                                                                                                             r                                                                                     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 su table for the marine environment.
        6m                1.5t                  1.3t                                                                                                            -------------------
                                                                                           JSP-207                                                                                                                                                      Pontoons with Float-A-Boat romps to have dry stored boat fully winched
        5m                1.Ot                  0.9t                                                                  15DJ
                                                                             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 all relevant


                                               208                                               740 STANDARD OVERALL       FLOAT A BOAT RAMP OPT ION
                          150--1 I---178                                       50                     50 STANDARD FREEBOARD SCALE 1:50
                                                                                                                                                                                                               NG CLEATS
                                                           50


WATER UNEj --- -,FI
                   T                       eP                                            ...I-                                         L                                                                  -------------------
                                                                                                                                                                                                              1J---- ----- --- - - - - - -------
                                                                                                          150                                        ^^""'                                        FOAM FLOTATION UNIT
                                                                                                       RAMP DEPTH

                             RAMP END VIEW                                                                                                                                      FRONT ELEVATION
                                                                                    THE MARINA SPECIALIST
                                                                                                             2 INDUSTR IAL AVE
                                                                                                                                                            C o r d n o ACN: 051 074 992
                                                                                                             Q6WU N O RA                                        Cardno (OW) Pry lid
                                                                                                                                                                                              Ph (07) 3369 9822
                                                                                                             OLD. AUSTRALIA 4551     level I, 5 Gardner pose, Milton 4064                     fax (07) 33E9 9722
                                                                                                                                     P.O. Box 368, Toowonq 4066.                              Email: card nollllcordnoxom.au
                                                                                                             PHONE (07)5492 5925
 B 1 7/6/06        TACK K" REAR 846 RthACD WITH 2-N12      JSF                                               FAX    (07) 5492 6699         ECKED:                                R.P,LQ.                  DATE:
\Vq DATE                          AMENDMENT               ISSU                                                                                                                     /667                   /2-/0.06

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