OPW14/0261 - Application for Proposed Jetty at 183 Shorehaven Dr, Noosaville

                                                                                                                                                                                                                                                                                                  125




                       SHOREHAVEN                  DRIVE
                                                                                                                                                                                                                    ONE M16S1S
                                                                                                                                                                                                                    VERTJCAU.Y                                                                 -ft
                                                                                          JETTY USE:                                                                                                                                                150 I( 75 STRINGER

                                                                                          SINGLE USER. PRIVATE                                                                                                                                      1IM1! SIS
                                                                                                                                                                                                                                                                                  150.75                         7~ 15Ox75

                                             "'"
                                             152' 13'                                     NO VEHICULAR ACCESS
                                                                                                                                                                                                       150 II: 75 HEADSTOCK                  •      1JM16 SIS
                                                                                                                                                                                                                                                                                                                 30

                                                                                                                                                                                                                                                                                                                      1-M16 SIS
                                                                                                                                                                                                                                                                                                                      EACH BEARER

                                                                                          WALKWAY DECK VERTICAL                                                                                   RECESS HEADSTOCK                                  0200 TRfA TEO                                                     0200 mEA TED
                                                                                                                                                                                                  & STRINGERS                                       HWOPIlE                                                           HWDPllE
                                                                                          DESIGN LIVE LOAD. 2.0 kPa                                                                               2S NOM INTO PILE




                                                                                          MAXIMUM MOORED VESSEL
                                                                                          LENGTH.5.0m WEIGHT - 1500k9                                                                      TYPICAL SECTION                                                               SPLICE JOINT DETAIL
                                                                                          BERTHING VELOCITY. 0.5 m1sec

                                                                                                                                                                                                                                                                                               HANDRAI~
                                                                                          PILES:                                                                                                                                                                                               RIGID HANDRAIL TO CaMPI.. Y
                                                                                          ALL PILES SHALL BE APPROVED                                                                                                                                                                          WITH COUNCIL REGUlATIONS
                                                                                                                                       ______________                                                MAXJ~RE~Fl~l.EVB.RL2.00~                                                _
                                                                                          HARDWOOD AND TREATED
                                                                                          TO HAZARD 6.                                                                       DECK
                            LOT 713                                                       ALL PILES SHALL BE INSTALLED
                                                                                                                                                                             RL 1.0AHO


                                                                                          IN ACCORDANCE WITH AS 2159                                                                                  MINIMUM   WATER         RL 0.44 .\HD

                            746 m2                                                        PILING CODE                                                                                                                                                                                                                                              -EXISTING
                                                                                                                                                                                                                                                                                                                                  \        I            REVEllAENT
                                                                                                                                                                                                                                                                                                                                      '-       STONE WAll.
                                                                                                                                                                                                                                                                                                                                               PITCHING
                                                                                                                                                                                                                                                                                                  II             ~
                                                                                                                                                                                                                                                                                                                 N

                                                                                           NOTE:                                                                                                                                                                             II                   II
                                                                                           THE HEIGHT OF THE PILES                                                                                                                                                                         ~      II
                                                                                                                                                                                                                                                                II           II
                                                                                           ABOVE NATURAL GROUND                                                                                                                                                          ~   II                   II
                                                                                                                                                                                                                                                                II                                u
                                                                                           SHALL NOT EXCEED THE                                         II                    II                                                                                             II
                                                                                                                                                                                                                                                    ~           II           u
                                                                                           PILE DEPTH IN THE                                            II                    II                                                                                II
                                                                                           NATURAL GROUND                                     ~         II                    II                                                                                II
                                                                                                                                                        II                    II                                                                                u
                                                                                                                                                        II                    II
                                                                                                                                                        u                    u                                                                            SIDE ELEVATION                                 1:100

                                                                                                                                                        FRONT ELEVATION                                                           1:100




                                                                                                                                                                                             EXISTING REVETMENT
                                      1500                                                                                                                                                   WAll
                                      01.
                                                                                                                                                                                                                                             JETTY USE:

                       ,....                                                                                                                                 ,           7
                                                                                                                                                                                   ""'--      DO NOT FIX JETTY
                                                                                                                                                                                              TO REVETMENT      WAll.
                                                                                                                                                                                                                                             SINGLE USER, PRIVATE
                                                                                                                                                                                                                                             NO VEHICULAR ACCESS

                                                                                                                                                                                               DECKING:
                                                                                                                                                                                               25 x 1-40 F1 •• HWD FIXED
                                                                                                                                                                                               TO BEARERS WITH TWO                           WALKWAY DECK VERTICAL                               GWANNOP

         I                                                                                                                                            . l-HAND""~
                                                                                                                                                                                               STAiNlESS STEEl.
                                                                                                                                                                                                                                             DESIGN LIVE LOAD. 2.0 kPa
                                                                                                                                                   75                                          SCREWS EACH END                                                                                   PROPOSED

                                                                                                                                                  - I..-! ',-
                                                           NOTES:
                                                                                                                                                  ~ Ie:e
                                                                                                                                                  ~                                            RIGID HANDRAIL                                                                                    JETTY
        I
                                                                                                                                                      "
                                                                                                                                                  ~              ~                 ~           TO CO"PL Y WITH
                                                           1. UNLESS NOTED OTHERWISE ALl. TIMBER SHALl.. BE OURABIUTY ClASS 1                                                                  COUNCILREGUlAnONS                             MAXIMUM MOORED VESSEL - 5m                          LOT 713 (No.183)


                                                                                                                                                  ffl
                                                           ~ APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.                                                                                                                    BERTHING VELOCITY - 0.5 m1sec
                                                                                                                                                                                                                                                                                                 SHOREHAVEN DRIVE
       I
                                                           2. UNlESS NOTED OTHERWISE AU. CONSTRUCTION SHAll COMPlY WfTl-I
                                                                                                                                                                     .       ,-PILES:
                                                           THE ENVIRONMENTAl.. PROTECTION AGENCYS' OPERA T1ONAI.. POlICY - "BUILDING




      I
                                                           AND ENGINEERING    STANDARDS   FOR TIDAL WORKS."

                                                           3. Al.l STAINLESS SlEB.. BOLTS, RODS, ETC., SHAll. BE APPROVED MARINE
                                                           GRADE 316. ALl OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS.
                                                           SCREWS, NAILS, ETC., SHAL.1. BE HOT DIPPED GALVANtSED OR STAINLESS STEEl.
                                                                                                                                                    i =~=
                                                                                                                                                  ~I~'
                                                                                                                                                                                                                                                                                                 NOOSAVILLE

                                                                                                                                                                                                                                                                                                     d
                                                                                                                                                                                                                                                                                                  M.laS                                         Norden
                                                                                                                                                                                                                                                                                                                                               Engineering
                SITE PLAN      1200
                                                           4. TOP OF PILES SHALl BE SEALED AND FUll. Y CAP FlASHED OR RINGED WITH
                                                           AN AlUMINIUM   AI..lOV OR STAINLESS STEEL BAND.
                                                                                                                                                                                                                •                                                                                       Suites 7 & 16 L1 CooIooIa Cenlr9 97 Poinciana Av
                                                           5. DIMENSIONS AND LEVB.S SHAll NOT BE SCALED FROM THE DRAWINGS.                                                                                                                                                                              TewantinO 4565 PO Box 1153 Tewanlin 04565
REAL PROPERTY                                                                                                                                                                                                           1-'"'16
                                                                                                                                                                                                                        SIS                                                                                                                       <til17 5449 7137
DESCRIPTION                                                                                                                                                                                                                                                                                                                                     + 6175449 71n
LOT 713                                                                                                                                 FRAMING LAYOUT                                               "'00                                 PILES:                                                                             _.ncMOeneogInesing               .com
SP 100034                                                                                                                                                                                                                                 ALL PILES SHALL BE APPROVED
PARISH WEYBA                                                                                                                                                                                                                                                                                     DRAWN                                     DATE
                                                                                                                                                                                                                                          HARDWOOD AND TREATED
COUNTY MARCH                                                                                                                                                                                                                              TO HAZARD 6.                                                     SASHTON                                .RJNE2014

                                                                                                                                                                                                                                          ALL PILES SHALL BE INSTALLED                           SCALE
                                                                                                                                                                                                                                          IN ACCORDANCE WITH AS 2159                                                                       ~
                                                                                                                                                                                                                                                                                                           AS SHOWN
                                                                                                                                                                                                                                          PILING CODE                                                                                                 EAusl,RPEQ.

                                                                                                                                                                                                                                                                                                 ISSUE


                                                                                                                                                                                                                                                                                                           WORKING DRG
                                                                                                                                                                                                                                                                                                 ORa NO.                                                  AMENDMENT

                                                                                                                                                                                                                                                                                                            J1220-1