OPW14/0261 - Approved Plan

                                                                                                                                                                                                                                                                                                      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
                                             -                                                                                                                                                                                                IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                                                                                                     SCALE
                                                                                                                                                                                                                                                                                                                                               ~
                        NOOSA COUNCIL                                                                                                                                                                                                         PILING CODE                                                      AS SHOWN
                                                                                                                                                                                                                                                                                                                                                          EAusl,RPEQ.


                        APPROVED PLAN                                                                                                                                                                                                                                                                ISSUE


                                                                                                                                                                                                                                                                                                               WORKING DRG
                     OPW14/0261 19 JUN 2014                                                                                                                                                                                                                                                                                                                   AMENDMENT
                                                                                                                                                                                                                                                                                                     ORa NO.


                                                                                                                                                                                                                                                                                                                J1220-1