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

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                                                                                                                                                                                                                                                                             125



                                                                                                                                                                                                                                                                         rt
                                                                                                                                                                                                                                            150 x 75 STRINGER


                                                                                                                                                                                                                                            11M16 S/S

                                                                                                                                                                                                                                            11M16 S/S
         _     _        _
                                   _~RECORDEDFLOODLEVELRL2.oo~_
                       DECK
                       RL 1.0AHD
                                                                                                                                                                                                      RECESS HEADSTOCK                          200 TREATI:D
                                                                                                                                                                                                      & STRINGERS                           HWDPILE
                                          MINIMUM WATI:R RL 0.44 AHD
                                                                                                                                                                                                      25 NOM INTO PILE

                                                                                                                                         -EXISTING
                                                                                                                             \I             REVEnAENT
                                                                                                                              \_ STONE      WALL

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




                I                    II
               II                    II
         ~     II                    II                                                                                                                                                                  THE ANCHORAGE
               II                    II
               II                    II                                                                                                                                                                    12952
                                                                                                                                                                                                           23                       3389
               u                     u                                 SIDE ELEVATION                                                                                                                                               227" 3725



               FRONT ELEVATION                                         1:100

                                                                                     NOTI:S:
               1:100
                                                                                     1. UNLESS NOTI:D OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
                                                                                     AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.


                                                                                     2. UNLESS NOTI:D OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTI:CTION
                                                                                     AGENCYS’ OPERATIONAL POLICY."BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS."


                                                                                     3. ALL STAINLESS S1EEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
                                                                                     STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
                                                                                     OR STAINLESS STI:EL.
                                                                                                                                                                                                                                                                       PILE-IT PTY LTO
                                                                                     4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.                                                                                                                   TRADING AS


                                                                                                                                                                                                                                                                       NOOSAJETTY
                                                                                                                                                                                                                                                                       BUILDERS
                                    DO NOT FIX JETTY
                                    TO RElfETh4ENT WALL                                                                                                                                                                                                                Llce No 723720
               VSOOOfA k                                                                                                                                                                                                                                               ASN 55 099 036 736
              1       1                                                                                                                                                                                                                                                PO Box 299      Pl\lFax 0754743480
                                                                                                                                                                                                                                                                       NOOIIIIIIiIIe   Mabile   0408 137526
                                                                                                        JETIYUSE:                                                                                        LOT        778                                                QJd 4566                 0417 749644

                                                                                                        SINGLE USER, PRIVATE
                                                                                                        NO VEHICULAR ACCESS
                                                                                                                                                                                                         774m2                                                          McDONALD
                                                                                                                                                                                                                                           ’"
                                                                        SOUD BLOCKING
                                                                        ALONG CURVED EDGES                                                                                                                                                 i                            PROPOSED JETTY
                                                                        ONE S/S FRAMING ANCHOR
                                                                                                        WALKWAY DECK VERTICAL
                                                                        EACH END (NOTSHOWN                                                                                                                                                                              LOT 778
                                                                        ON FRAMING LAYOUT)              DESIGN LIVE LOAD        -
                                                                                                                                    2.0 kPa

<(
                                                                                                                                                                                                                                                                        (No.20)
a
                                                                                                                                                                                                                                                                        THE ANCHORAGE
~                                                                                                       MAXIMUM MOORED VESSEL                  -
                                                                                                                                                   5m
                                                                                                        BERTHING VELOCITY           -
                                                                                                                                        0,5 m/sec                                                                                                                       NOOSA WATERS
                                                                                                                                                                                                                                                                                                 RABRlNK PlY LTC T/A

                                                                                                        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

                                                                                                                                                                                                                                                                                            Structul’8l f ClvllllaIgn Enlll.....
                                                                                                        IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                                                                                            Suite 16 ’T_ntin Plaza’
                                          :i!                                                           PILING CODE
                        3800                                                                                                                                                                                        15243                                                .A                 Poinciana Avenue I PO Box 205
                                                                                                                                                                                                                                                                                            TewantIn Q 4565




             ’Mf
                                                                                                                                                                                                                                                                         :.=-


                                    tf
                                                                                                                                                                                                                    47"3715’
                                                                                                                                                                                                                                                  REAL PROPERTY                             Ph: 0754497137 Fax: 07 54497172
                       4100 OfA                                                                                                                                                                                                                                                             Ema :[email protected]
                                                                                                                                                                                                                                                  DESCRIPTION
                                                                                                                                                                                                       EXISTING JETTY
                                                                                                                                                                                                        TO BE
                                                                                                                                                                                                                               I’                 LOT 778
                                                                                                                                                                                                                                                                       DRAWN                        DATI:
                                                                                                                                                                                                                DEMOLISHED__’
              FRAMING LAYOUT
                                                                                                                                                                                                                                ,                 RP 910420                     SASHTON                   MARCH 2013




              1:100
                                                                                                                                                                                                                            _J,                   PARISH WEYBA
                                                                                                                                                                                                                                                  COUNTY MARCH
                                                                                                                                                                                                                                                                       8CALE                        DESIGNED




                                                                               SOLID BLOCKING
                                                                                                                                                                                                                      C__j                                             ISSUE
                                                                                                                                                                                                                                                                                 AS SHOWN
                                                                                                                                                                                                                                                                                                    CPEng, MIEAust, RPEQ.
                                                                                                                                                                                     4100 OfA
                                                                               ALONG CURVED EDGES                                                                                                 k
                                                                               ONE S/S FRAMING ANCHOR
                                                                               EACH END (NOTSHOWN
                                                                                                                                                                                                 ’I                                                                             WORKING DRG
                                                                               ON FRAMING LAYOUT)
                                                                                                                                                                                                                                                                       DRGNO.                                      AMENDMENT
                                                                                                                                                                                        SITE PLAN                   1:200
                                                                                                                                                                                                                                                                                   13/38-1