OPW14/0266 - Private jetty application - 12 Seahorse Pl, Noosaville

                                                                                                                                                                                                            ONE M16 SIS
                                                                                                                                                                                                            VERTICI\l.1. Y

                                                                                    JETIYUSE:                                                                                                                                    150 l( 75 STRINGER

                                                                                    SINGLE USER, PRIVATE                                                                                                                                                         150x 75
                                                                                                                                                                                                                                 11M16   SIS
    SEAHORSE                      PLACE                                             NO VEHICULAR ACCESS
                                                                                                                                                                                                                             •   11M16   SIS
                                                                                                                                                                                                                                                                                                     1-M16 SIS
                                                                                                                                                                                                                                                                                                     EACH BEARER

                      20000                                                         WAL'rW'IAY DECK VERTICAL                                                                             RECESS HEADSTOCK                        0200 TREATED                                                       0200 TREATED
                      287" 30'                                                                                                                                                           & STRINGERS                             HWDPllE                                                            HWD PILE
                                                                                    DESIGN LIVE LOAD - 2.0 kPa                                                                           25 NOM INTO PilE



                                                                                    MAXIMUM MOORED VESSEL
                                                                                    LENGTH - 5.0m WEIGHT - 1500kg                                                            TYPICAL SECTION                                                          SPLICE JOINT DETAIL
                                                                                    BERTHING VELOCITY - 0.5 mlsec
                                                                                                                                                                             1:20                                                                     120
                                                                                                                                                                                                                                                                               HANDRAI~
                                                                                    PILES:                                                                                                                                                                                     RIGID HANDRAIL TO COMPl V
                                                                                                                                                                                                                                                                               WITH COUNCil REGULATIONS
                                                                                    ALL PILES SHALL BE APPROVED
                                                                                    HARDWOOD AND TREATED
                                                                                    TO HAZARD 6.                                                              DECK
                                                                                                                                                              RL 1.0 AHD
                                                                                    ALL PILES SHALL BE INSTALLED
                                                                                    IN ACCORDANCE   WITH AS 2159                                                                             MINIMUM WATER Rl. 0.44 AHD

                                                                                    PILING CODE                                                                                                                                                                                                                                  -EXISTING
                                                                                                                                                                                                                                                                                                                 '\..-                 REVETl.4ENT
                                                                                                                                                                                                                                                                                                        II                 STONE       WAll

                                                                                                                                                                                                                                                                                  II            ~       II                 PITCHING
                    LOT 343                                                          NOTE:                                                                                                                                                                                        II
                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                        II
                                                                                                                                                                                                                                                            II
                                                                                     THE HEIGHT OF THE PILES                                                                                                                                                               ~      II                    II
                                                                                                                                                                                                                                           II
                                                                                                                                                                                                                                                            II                                          u
                    710 m2                                                           ABOVE NATURAL GROUND                                                                                                                                             ~     II
                                                                                                                                                                                                                                                                                  II
                                                                                     SHALL NOT EXCEED THE                                11'"                  II
                                                                                                                                                                                                                                           II
                                                                                                                                                                                                                                                            II
                                                                                                                                                                                                                                                                                  u
                                                                                                                                                                                                                                 ~         II
                                                                                     PILE DEPTH IN THE                                   II                    II
                                                                                                                                                                                                                                           II
                                                                                                                                                                                                                                                            u
                                                                                     NATURAL GROUND                           ~          II                    II                                                                          II
                                                                                                                                         II                    II                                                                          u
                                                                                                                                         II                    II
                                                                                                                              ~~         u                     u                                                                         SIDE ELEVATION                                 1:100


                                                                                                                                         FRONT ELEVATION                                                           1:100




                                                   NOTES;                                                                                                                           EXISTING REVETMENT
                                                                                                                                                                                    WAll.
                                                   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 AU. CONSTRUCTION SHAll. COMPLY WITH
                                                   THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY. 9BUILDlNQ                                              """-             00 NOT FIX JETTY
                      20000
                      107" 30'                     AND ENGINEERING STANDARDS FOR TIDAl.. WORKS."                                                                                     TO REVETMENT WAll

                                                   3. AlL STAINLESS STEEL. BOlTS, RODS, ETC., SHAll. BE APPROVED MARINE                                                               DECKING:
                                                   GRADE 316. AlL OTHER STEelWORK    INCWDING NUTS, BOt..TS. WASHERS,                                                                 25x 140 F104 HWD FIXED
                                                                                                                                                                                                                                                                                 D & K PASSENGER

                                                                                                                                   .
                                                   SCREWS, NAllS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL                                                             TO BEARERS WITH TWO




                                                                                                                                  m
                                                                                                                                                                                      STAINLESS STEEL
        ~
I       ~               PROPOSED
                                               I   4. TOP OF PILES SHAlL BE SEAlED AND FUllY
                                                   AN ALUMINIUM AllOY
                                                                                             CAP FLASHED OR RINGED WITH
                                                                        OR STAINLESS STEEL BAND.
                                                                                                                                                                        15            SCREWS EACH END                                                                            PROPOSED

                                                                                                                                  I 'I'
                                                                                                                                                               I-HANDRAIL'
                        JETIY                      5. DIMENSIONS   AND LEVELS SHALL NOT BE SCAlED   fROM THE DRAWINGS.             Ie
                                                                                                                                   ~
                                                                                                                                              ~
                                                                                                                                              ~
                                                                                                                                                                    ~
                                                                                                                                                                    ~
                                                                                                                                                                                      RIGID tw.IDRAlL
                                                                                                                                                                                      TO CDMPlYWlTH
                                                                                                                                                                                                                                                                                 JETTY
I                                              I                                                                                   ...                1 ..                            COUNCIL REGULATIONS
                                                                                                                                                                                                                                                                                 LOT 343 (No.12)

j     6000
             1500

             He                  12500
                                               ~                                                                                  ffi-
                                                                                                                                   ~I
                                                                                                                                   ~
                                                                                                                                   - ~~
                                                                                                                                         .
                                                                                                                                              1
                                                                                                                                                  -




                                                                                                                                                      '
                                                                                                                                                          ,

                                                                                                                                                              -

                                                                                                                                                              I
                                                                                                                                                                                      PILES:
                                                                                                                                                                                      0200 TREATED

                                                                                                                                                                                      HWC POLES
                                                                                                                                                                                                                                                                                 SEAHORSE PLACE
                                                                                                                                                                                                                                                                                 NOOSAVILLE


    SITE PLAN       1,200
                                   REAL PROPERTY                                                                                                                                                                                                                                  M.1 da S Engineering
                                                                                                                                                                                                                                                                                            Norden

                                   DESCRIPTION                                                                                                                                                          •                                                                              SultBB 1 & 16 L1 CoolooIa Cef1lnt 97 PoIndl1na Av
                                   LOT 343                                                                                                                                                                                                                                             T~a045El5          PQBox1153TewafltlflQ4565

                                   RP 895073                                                                                                                                                                                                                                                                                    +e1 7 5449 1137
                                   PARISH WEYBA                                                                                                                                                                                                                                                                             +61154497172
                                                                                                                                                                                                                                                                                                             _.nordeneoglneert""             .CQfTl
                                   COUNTY MARCH
                                                                                                                            FRAMING LAYOUT                                                  1100                                                                                DRAWN                                    DATE

                                                                                                                                                                                                                                                                                           SASHTON                              JUNE 20104


                                                                                                                                                                                                                                                                                SCALE

                                                                                                                                                                                                                                                                                           AS SHOWN

                                                                                                                                                                                                                                                                                ISSUE


                                                                                                                                                                                                                                                                                           WORKING DRG
                                                                                                                                                                                                                                                                                ORO NO.                                                 AMENDMENT

                                                                                                                                                                                                                                                                                           J1228-1