Development Application Part 2 of 2 - Application Plans - OPW13/0308

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                                                                                                                                                                                                                                                                                                         125



                                                                                                                                                                                                                                                                                                      -A-
                                                                                                                                                                                                                                                                           150 x 75 STRINGER


                                                                                                                                                                                                                                                                           1/M16 SIS

                                                                                                                                                                                                                                                                           1/M16 SIS
                                                     MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
                                   ---------




                                  DECK
                                  RL 1.0AHD
                                                                                                                                                                                                                             RECESS HEADSTOCK                               200 TREATED
                                                                                                                                                                                                                             & STRINGERS                                   HWDPILE
                                                     MINIMUM WATER RL 0.44 AHD
                                                                                                                                                                                                                             25 NOM INTO PILE

                                                                                                                                                                     -EXISTING
                                                                                                                                                          \I                REVETMENT
                                                                                                                                                           \_ STONE         WALL

                                                                                                                                                                   PITCHING                                  TYPICAL SECTION                                                                   SPLICE JOINT DETAIL
                                                                                                                                                                                                             1:20                                                                              1:20




                           l                    II
                          II                    II                                                                                                                                                                    THE ANCHORAGE
                      ~   II                    II
                          II                    II                                                                                                                                                                          20000
                          II                    II                                                                                                                                                                          227"37’25"
                          u                     u                                               SIDE ELEVATION
                          FRONT ELEVATION                                                       1:100



                          1:100
                                                                                                    NOTES:


                                                                                                    1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
                                                                                                    AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.


                                                                                                    2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
         SOLID BLOCKING
                                                                                                    AGENCYS’ OPERATIONAL POLICY   -   "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.-
         ALONG CURVED EDGES
         ONE SIS FRAMING ANCHOR
                                                                                                    3. ALL STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
         EACH END (NOTSHOWN
                                                                                                    STEELWORK INCLUDING NUTS,BOLTS,WASHERS,SCREWS,NAILS, ETC., SHALL BE HOT DIPPED GALVANISED                                                                                                         PILE-IT PTY LTO
         ON FRAMING LAYOUT)
                                                                                                    OR STAINLESS STEEL.
                                                                                                                                                                                                                                                                                                      TRADING AS

                                                                                                    4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                                                                      NOOSAJETTY
                                                                                                                                                                                                                                                                                                      BUILDERS
                                                                                            DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                      Llcanoa No 723720
                                                                                            TO REVETMENT WALL
                                                                         V5000/A k                                                                                                                                                                                                                    ABN 55 099 036 736

                                                                        1       1                                                                                                                                   LOT         780                                                                   PO Box 299     PhlFax 07547_
                                                                                                                                                                                                                                                                                                      -               Mobile   0406137526
                                                                                                                             JETIY USE:                                                                                                                                                               QId4566                  0417749&14
                                                                                                                             SINGLE USER, PRIVATE                                                 [Q
                                                                                                                             NO VEHICULAR ACCESS                                                    F-
                                                                                                                                                                                                                    800m2
                                                                                                                                                                                                .,..,                                                                                                  McDONALD
                                                                                                                                                                                                i                                                                      i
                                                                                                                                                                                                                                                                                                       PROPOSED JETTY
                                                                                                                              WALKWAY DECK VERTICAL
                                                                                                                                                                                                                                                                                                       LOT 780
                                                                                                                              DESIGN LIVE LOAD            -
                                                                                                                                                              2.0 kPa

                                                                                                                                                                                                                                                                                                       (No.24)
                                                                                                                                                                                                                                                                                                       THE ANCHORAGE
                                                                                                                             MAXIMUM MOORED VESSEL                      -   5m
                                                                                                                             BERTHING VELOCITY                -
                                                                                                                                                                  0.5 mlsec                                                                                                                            NOOSA WATERS
                                                                                                                                                                                                                                                                                                                               RABRlNK PrY LTC T/A

                                                                                                                             PILES:
                                                                                                                             ALL PILES SHALL BE APPROVED
                                                                                                                                                                                                                                                                                                        JJ & Associates    John Norden
                                                                                                                             HARDWOOD AND TREATED
                                                                                                                             TO HAZARD 6.
                                                                                                                             ALL PILES SHALL BE INSTALLED
                                                                                                                             IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                    15500
                                                                                                                                                                                                                                                     1500
                                                                                                                                                                                                                                                     OIA
                                                                                                                                                                                                                                                                3000
                                                                                                                                                                                                                                                                                                        .                         ACN 010 263 877

                                                                                                                                                                                                                                                                                                                           8tructu..11 Civil Deelgn Engl.-.


                                                                                                                                                                                                                                                                                                                           Sulta 16 ’T_ntin _.
                                                                                                                             PILING CODE
                                                                 3600
                                                                                                                                                                                                                            20000
                                                                                                                                                                                                                            47" 37’ 15"                                                                 A
                                                                                                                                                                                                                                                                                                        =a=-
                                                                                                                                                                                                                                                                                                                           Poinciana AY8flUe I PO Box 205
                                                                                                                                                                                                                                                                                                                           T-.ntIn Q 4555




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                                                      __
                                                                41000lA

                                                                                                                                                                                                                                                                       1   REAL PROPERTY              DRAWN
                                                                                                                                                                                                                                                                                                                           Ph: 07 _7137 Fax: 07 544971n
                                                                                                                                                                                                                                                                                                                           EmaI:jn_aCinf.on.net


                                                                                                                                                                                                                                                                                                                                   DATE

                                                                                                                                                                                                                                                                           DESCRIPTION
                                                  FRAMING LAYOUT                                                                                                                                                                                                       1   LOT 780                    SCALE
                                                                                                                                                                                                                                                                                                               SASHTON                    MARCH 2013


                                                                                                                                                                                                                                                                                                                                   DESIGNED

                                                  1:100                                                                                                                                                                                                                    RP 910420

                                                                                                                                                                                                                                                                30001
                                                                                                                                                                                                                                                                                                               AS SHOWN
                                                                                                                                                                                                                                                                           PARISH WEYBA                                           CPEng, MIEAuot, RPEQ.

                                                                                                                                                                                                             12900                             4100 O/A                    COUNTY MARCH               I88UE

                                       SOLID BLOCKING                                                                                                                                            I.l                                       k                k          k                                       WORKING DRG
                                       ALONG CURVED EDGES
                                                                                                                                                                                                1                                         ’I              ’I           1
                                       ONE SIS FRAMING ANCHOR
                                       EACH END (NOTSHOWN                                                                                                                                                                                                                                             DRGNO.                                    AMENDMENT
                                       ON FRAMING LAYOUT)
                                                                                                                                                                                                       SITE PLAN        1:200
                                                                                                                                                                                                                                                                                                                13/40-1