OPW14/0262 - Application for Proposed Jetty - 29 Waterside Crt, Noosaville

                                                                                                                                                                                                                                                                                                                 125

                                                                                                                                                                                                                              ONE M1B SIS
                                                                                                                                                                                                                              VERTICAU. Y
                                                                                                                                                                                                                                                                                                              -fi-
                                                    502,                                           JETTY USE:                                                                                                                                                150)( 75 STRINGER
                                                       35'                                         SINGLE USER, PRIVATE                                                                                                                                                                          150.75                        7go 150x75
                                                                                                                                                                                                                                                             11M16   SIS
                                                                                                   NO VEHICULAR ACCESS
                                                                                                                                                                                                   •            150 X 75 HEADSTOCK
                                                                                                                                                                                                                                                •            11M16   SIS
                                                                                                                                                                                                                                                                                                                                   1-M16 SIS
                                                                                                                                                                                            25                                                                                                                                     EACH BEARER

                                                                                                   WALKWAY DECK VERTICAL                                                                                   RECESS HEADSTOCK                                  0200 TREATED                                                          0200 TREATED
                                                                                                                                                                                                           & STRINGERS                                       HWD PILE                                                              HWDPllE
                                                                                                   DESIGN LIVE LOAD - 2.0 kPa                                                                              25 NOM INTO PILE




                                                                                                   MAXIMUM MOORED VESSEL
                                                                                                   LENGTH.5.0m WEIGHT - 1500k9                                                                    TYPICAL SECTION                                                                    SPLICE JOINT DETAIL
                                                                                                   BERTHING VELOCITY - 0.5 mlsec
                                                                                                                                                                                                                                                                                     1:20
                                                                                                                                                                                                                                                                                                              HANDRAIL:
                                                                                                   PILES:                                                                                                                                                                                                     RIGID HANDRAIL TO COMPLY
                                                                                                                                                                                                                                                                                                              WITH COUNCIL REGULATIONS
                                                                                                   ALL PILES SHALL BE APPROVED                    ______________                                              MAXIMUM RECORDED FlOOD lEVEl          Rl2.00   ~                  __
                                                                                                   HARDWOOD AND TREATED
                                                                                                   TO HAZARD 6.                                                                       DECK
                                                                                                                                                                                      Rl1.0AHD
                                                                                                   ALL PILES SHALL BE INSTALLED
                    LOT 883
                                                                                                   IN ACCORDANCE WITH AS 2159                                                                              MINIMUM WATER Rl 0.44 AHD
                                                                                                                                                                                                       ----------
                                                                                                   PILING CODE                                                                                                                                                                                                                                             -EXISTING
                    853 m2                                                                                                                                                                                                                                                                                                                   \      I            REVETMENT
                                                                                                                                                                                                                                                                                                                                                 \...   STONE        WALl
                                                                                                                                                                                                                                                                                                                                                        PfTCHING
                                                                                                                                                                                                                                                                                                                 II
                                                                                                    NOTE:                                                                                                                                                                                   II                   II
                                                                                                    THE HEIGHT OF THE PILES                                                                                                                                                                               ~      II
                                                                                                                                                                                                                                                                                            II
                                                                                                    ABOVE NATURAL GROUND
                                                                                                                                                                                                                                                                           II        ~
                                                                                                                                                                                                                                                                                     ~                           II
                                                                                                                                                                                                                                                                                            II
                                                                                                    SHALL NOT EXCEED THE                                                IF             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




                                                                                                                                                                                                       EXISTING REVETMENT
                                                                                                                                                                                                       WALL

                                                                                                                                                                                                                                                JETTY USE:
                                                                                                                                                                                                                                                SINGLE USER. PRIVATE
                                                                                                                                                                              .   -l "'--
                                                                                                                                                                                  _                     DO NOT FIX JETTY
                                                                                                                                                                                                        TO REVETMENT WAll.
                                                                                                                                                                                                                                                NO VEHICULAR ACCESS
                                                 "<5
                                    ~,t'35'      277",
                                                                                                                                                                                                         DECKING:
                                                                                                                                                                                                         25x 140 F14 HWD FIXED
                                                                                                                                                                                                         TO BEARERS WITH TWO                    WALKWAY DECK VERTICAL                                           R HANNIGAN
                                                                                                                                                                                                         STAINLESS STEEL



                \                             PROPOSED
                                              JETTY
                                                                                                                                                                    _


                                                                                                                                                                   ~:e
                                                                                                                                                                                  75

                                                                                                                                                                                            -
                                                                                                                                                                                            I!!
                                                                                                                                                                                                         SCREWS EACH END

                                                                                                                                                                                                         HANDRAJe
                                                                                                                                                                                                         RIGID HANDRAIL
                                                                                                                                                                                                                                                DESIGN LIVE LOAD - 2.0 kPa                                      PROPOSED
                                                                                                                                                                                                                                                                                                                JETIY


                                                                                                                                                                       "
                                                                                                                                                                   ~



                    \
                                                                     NOTES:

                                                                     ,.UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABIUTY CLASS 1                                -.I -! .-1
                                                                                                                                                                    ~   • ~            . ~               TDCCMPlYWlTH
                                                                                                                                                                                                         CCUNCILREDUCATIONS                     MAXIMUM MOORED VESSEL - 5m                                      LOT 883 (No.29)


                                                                                                                                                                   ffl
                                                                     Of APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.                                                                                                            BERTHING VELOCITY - 0.5 mlsec
                                                                                                                                                                                                                                                                                                                WATERSIDE COURT
                        \
                                                                     2. UNLESS NOTED OTHERWISE AU CONSTRUCTlON SHAlL COMPLY WITH
                                                                                                                                                                              -              -PILES:



                                                                                                                                                                   ~I.~
                                                                     THE ENVIRONMENTAl  PROTECTION AGENCYS' OPERATIONAL POLICY - "BUILDING
                                                 1167                AND ENGINEERING STANDARDS FOR TIDAl.. WORKS,'                                                                                                                                                                                              NOOSAVILLE
                                                                     3. ALL STAINLESS STEEL BOLTS. ROOS, ETC., SHALL BE APPROVED MARINE                                                                  ~~~D
REAl PROPERTY
DESCRIPTION
                                                                     GRADE 316. ALL OTliER STEELWORK INCLUDING NUTS, BOlTS, WASHERS,
                                                                     SCREWS, NAlLS. ETC .• SHALl. BE HOT DIPPED GA.l.VANISED OR STAINLESS STEEL                                                                                                                                                                    .d
                                                                                                                                                                                                                                                                                                                 M laS                                   Norden
                                                                                                                                                                                                                                                                                                                                                        Engineering
LOT 883                                                              .•• TOP OF PILES SHAlL BE SEAlED AND FUllY CAP FlASHED   OR RINGED WITH

RP 906963
PARISH WEYBA
COUNTY MARCH
                            \                                        AN AlUMINIUM ALLOY OR STAINLESS STEEL BAND.

                                                                     5. DIMENSIONS   AND LEVELS St-Wl.. NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                          •
                                                                                                                                                                                                                               1-M16
                                                                                                                                                                                                                               SIS
                                                                                                                                                                                                                                                                                                                       Suitel 7 & Hll1 CooIooIa Centre 97 PoInciana Av
                                                                                                                                                                                                                                                                                                                       Tewan~nQ 4565 PO Box 1153T~tIn           Q 4565


                                \                                                                                                                                                                                                                                                                                                                      +e1754497137
                                                                                                                                                                                                                                                                                                                                                      +517544971n

                                                                                                                                                    FRAMING LAYOUT                                            "00                              PILES:
                                                                                                                                                                                                                                                                                                                                            _.nordeoonglneering   .rom

                                                                                                                                                                                                                                               ALL PILES SHALL BE APPROVED                                      DRAWN
                                    SITE PLAN                1,200                                                                                                                                                                             HARDWOOD AND TREATED
                                                                                                                                                                                                                                                                                                                                                    DA"

                                                                                                                                                                                                                                                                                                                          SASHTON
                                                                                                                                                                                                                                               TO HAZARD 6.                                                                                               JUNE 2014

                                                                                                                                                                                                                                               ALL PILES SHALL BE INSTALLED                                     SCALE
                                                                                                                                                                                                                                               IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                                               PILING CODE                                                                AS SHOWN                              /   ..
                                                                                                                                                                                                                                                                                                                                                                         t, RPEQ.
                                                                                                                                                                                                                                                                                                                ISSUE

                                                                                                                                                                                                                                                                                                                          WORKING DRG
                                                                                                                                                                                                                                                                                                                ORONO.                                                   AMENDMENT


                                                                                                                                                                                                                                                                                                                           J1219-1