Development Application Part 2 of 2 - Application Plans - OPW13/0309

~   I




        "

                                                                                                                                                                                                                                                                                        125



                                                                                                                                                                                                                                                                                      -Ft
                                                                                                                                                                                                                                                          150 x 75 STRINGER


                                                                                                                                                                                                                                                          lIM16 S/S

                                                                                                                                                                                                                                                          lIM16 S/S
                                          MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
    -----------




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

                                                                                                                                                        -EXISTING
                                                                                                                                             \I             REVETMENT
                                                                                                                                             \._ STONE      WALL

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




                 I                   II
                II                   II
            ~   II                   II                                                                                                                                                                            THE ANCHORAGE
                II                   II
                II                   II                                                                                                                                                                                                            3389
                u                    u                                               SIDE ELEVATION                                                                                                                                                227.3725



                 FRONT ELEVATION                                                     1:100

                                                                                                   NOTES:
                 1:100
                                                                                                   1. UNLESS NOlED OTHERWISE ALL TIMBER SHAll. BE DURABILITY CLASS 1 OF APPROVED SPECIES
                                                                                                   AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.


                                                                                                   2. UNLESS NOlED OTHERWISE ALL CONSTRUCTION SHAll. COMPLY WITH THE ENVIRONMENTAL PROlECTION
                                                                                                   AGENCYS’OPERATIONAL POLICY   -
                                                                                                                                    ’BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS..


                                                                                                   3. ALL STAINLESS SlEEL BOLTS, RODS, ETC., SHAll. BE APPROVED MARINE GRADE 316. ALL OTHER
                                                                                                   SlEELWORK INCLUDING NUTS, BOLTS,WASHERS, SCREWS,NAILS, ETC., SHAll.BE HOT DIPPED GALVANISED
                                                                                                   OR STAINLESS SlEEL.
                                                                                                                                                                                                                                                                                     PILE-IT PTY LTD
                                                                                                   4. DIMENSIONS AND LEVELS SHAll. NOT BE SCALED FROM THE DRAWINGS.                                                                                                                  TRADING AS


                                                                                                                                                                                                                                                                                     NOOSAJETTY
                                                                                                                                                                                                                                                                                     BUILDERS
                                     00NOT FIX JETTY
                                                                                                                                                                                                                                                                                     l.Icen No 723720
                                     TO REVETMENT WALL
                 V5000/A k                                                                                                                                                                                                                                                           ABN 55 099 036 736

                1       1                                                                                                                                                                                                                                                            PO Box 299     PhlFax 0754743480
                                                                                                                                                                                                                                                                                     _              Mobile   0408 137526
                                                                                                                       JETTY USE:                                                                                   LOT        778                                                   QId 4566                0417 749644

                                                                                                                       SINGLE USER, PRIVATE
                                                                                                                       NO VEHICULAR ACCESS
                                                                                                                                                                                                                    774m2                                                             McDONALD
                                                                                      SOLID BLOCKING
                                                                                      ALONG CURVED EDGES
                                                                                                                                                                                                                                                          i                           PROPOSED JETTY
                                                                                      ONE S/S FRAMING ANCHOR
                                                                                      EACH END (NOTSHOWN
                                                                                                                       WALt<JNAY DECK VERTICAL                                                                                                                                        LOT 778
                                                                                      ON FRAMING LAYOUT)               DESIGN LIVE LOAD         -
                                                                                                                                                    2.0 kPa
                                                                                                                                                                                                                                                                                      (No.20)
    ~
    o
                                                                                                                                                                                                                                                                                      THE ANCHORAGE
    ~                                                                                                                  MAXIMUM MOORED VESSEL                   -
                                                                                                                                                                   5m
                                                                                                                       BERTHING VELOCITY            -   0.5 m/sec                                                                                                                     NOOSA WATERS
                                                                                                                                                                                                                                                                                                              RABRlNK PTY LTD TjA


                                                                                                                       PILES:
                                                                                                                       ALL PILES SHALL BE APPROVED
                                                                                                                                                                                                                                                                                       JJ & Associates    John Norden

                                                                                                                       HARDWOOD AND TREATED
                                                                                                                       TO HAZARD 6.
                                                                                                                       ALL PILES SHALL BE INSTALLED                                                                           17491
                                                                                                                                                                                                                                                                                       .                         ACN 010 263 877

                                                                                                                                                                                                                                                                                                          Stnrall CMI Deelgn Engl.....

                                                                                                                       IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                                                                                                          Sull 16 ’1’_Plaza.


                           3600
                                                                                                                       PILING CODE
                                                                                                                                                                                                                               15243
                                                                                                                                                                                                                               4.,.3715.
                                                                                                                                                                                                                                                                                       A                  Poinciana A_ue I PO Box 205
                                                                                                                                                                                                                                                                                                          TewantIn Q 4565


                                                                                                                                                                                                                                                                 REAL PROPERTY                            Ph: 07 54497137 Fax: 07 54497172
                          4100O/A                                                                                                                                                                                                                                                                         Emal:jn_aQintemode.on.net
                                                                                                                                                                                                                                                                 DESCRIPTION

                                                                                                                                                                                                                   EXISTING JETTY
                                                                                                                                                                                                                                               I                                     DRAWN                       DAlE
                                                                                                                                                                                                                                           I
                                                                                                                                                                                                                   TO BE
                                                                                                                                                                                                                           DEMOLISHED__"                         LOT 778
                                                                                                                                                                                                                                               I                 RP 910420                    S ASHTON                  MARCH 2013
                 FRAMING LAYOUT
                                                                                                                                                                                                                                       _JI                       PARISH WEYBA
                                                                                                                                                                                                                                                                 COUNTY MARCH
                                                                                                                                                                                                                                                                                     SCALE                       DESIGNED

                 1:100



                                                                                              SOLID BLOCKING
                                                                                                                                                                                                                                   C__j                                              ISSUE
                                                                                                                                                                                                                                                                                              AS SHOWN
                                                                                                                                                                                                                                                                                                                 CPEng, MIEAuet. RPEQ.

                                                                                                                                                                                                 41000/A
                                                                                              ALONG CURVED EDGES                                                                                            k
                                                                                              ONE S/S FRAMING ANCHOR                                                                                       ’I                                                                                 WORKING DRG
                                                                                              EACH END (NOTSHOWN
                                                                                              ON FRAMING LAYOUT)
                                                                                                                                                                                                                                                                                     DRGNO.                                    AMENDMENT
                                                                                                                                                                                                    SITE PLAN                  1:200
                                                                                                                                                                                                                                                                                                13/38-1