SUPERSEDED Approved Plans MCU26-0064 & OPW26-0093 · MCU26/0064

                                                                                                                                                                                                                                                                                                                                                                      NOTES:
                                                                                                                                                                                                                                                                                                                                                                      1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                                                                                                                                                                                         CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                                                                  MASTHEAD QUAY                                                                                                                                                                                                                                       2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                                         THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                                                                                                          LOT:      625                                                                                                                                                                                                                                  "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                                                                                                          RP:       883863
                                                                                                                          AREA:     874 m²                                                                                                                                                                                                                            3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                                                                                                                                                                                                                                                                                         MARINE GRADE 316.
                                                                                                                                                                                                                                                                                                                                                                         ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                  DO NOT FIX JETTY                                                       AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                                                                                                                                                                                                                  TO EXISTING
                                                                           8                                                                                                                               EXISTING                                                                               REVETMENT WALL                                                      4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                        295 .000                                                                                                                                                                                     1500
                                                                           °38                                                                                                                             REVETMENT                                                                                                                                                     AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                               '55
                                                                                   "                                                                                                                       WALL.                                          150
                                                                                                                                                                                                                                                                                                                                                                      5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.




                                                                                                                                                                                                                                                   1000
                                                                                                                                                                                                                                                                                                    HANDRAIL TO DETAIL.                                               6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                             DA D




                                                                                                                                                                                                                                                                       B1
                                               RY
                                                E




                                                                                                                                                                                                                                                                                                                                                                         ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO




                                                                                                                                                                                                                                                            P1
                                                                                                                                                                                                                                                                                                    RIGID HANDRAIL TO
                                        BO JECT




                                                                                                                 1500                                  1040




                                                                                                                                                                                                                                                                              P1
                                                                                                                                                              0                                                                                                                                     COMPLY WITH NOOSA                                                    CONSTRUCTION WORKS.
                                                                                                                 O/A
                                          UN




                                                                                                                                           13.6
                                           O




                                                                                                                                                                                                                                                                       DJ1
                                                                                                                                         286° 57                                                                                                                                                    COUNCIL REGULATIONS.
                                        PR




                                                                                                                                                                                                                                                                                   3000
                                                                                                                                             56'4                                                                                                                                                                                                                     7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                  5"                                                       PROPOSED
                                                                                       3500


                                                                                                                                                                                                           JETSKI FLOATING                                                                                                                                               FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                           DOCK BY OTHERS.                                                                          32x140 MERBAU
                                                                                                                                                                               1.400




                                                                                                                                                                                                                                                            P1
                                                                                                                                                                                                                                                                             P1                     DECKING.                                                          8. C.O.S. DENOTES CONFIRM ON SITE.
                                                                                                                                                                           278°14'3
                                                                                                                                                                                    5"                                                                               2/ B1




                                                                                                                                                                                                                                                                                     10000
                                                                                                                                                                                                                                                                                   3000
                                                                                                                                                                                                                                                                       DJ1
                                                                                                                               A
                                                                                                                           0 O/
                                                                                                     3000
                                                                                                                                                                                                                   KAYAK STEP                                  P1 2/ B1                                                                                               JETTY LOADING CRITERIA:
                                                                                                                          1000
                                                                                              1500                                                                                                                 TO DETAIL.                                                P1
                                                                                                                                                                                                                                                                                                                                                                      JETTY LIVE LOADS:                  = 2.0 kPa
                                                                                                                                                                                                                                     P1       P                 TJ




                                                                                                                                                                                                                                                                                   2850
                                                                                                                                                                                                                                            B1 1




                                                                                                                                                                            BOU CTED
                                                                                                                                                                                                                                                                                                                                                                      MOORED VESSEL (MAX.)
                                                                            1500




                                                                                                                                                                                   RY
                                                                                                                                                                                                                                                                                                                                                                       LENGTH:                           = 5.0m




                                                                                                                                                                               NDA




                                                                                                                                                                                                                    1500
                                                         ~885




                                                                                                                                                                                                                                                      DJ2



                                                                                                                                                                                                                                                                       DJ1
                                                                                                                                                                                JE
                                                                0
                                                                                                                                                                                                                                                                                                                                                                       WEIGHT:                           = 1500 Kg.




                                                                                                                                                                            PRO
                                                                                                                                                                                                                                       P1        B2(u)                                                                                                                 BERTHING VELOCITY:                = 0.5m / Sec.




                                                                                                                                                                                                                                                            P1




                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                           150




                                                                                                                                                                                                                                                                                   150
                                                                                               4500                                                                                                                                         150                       150
                                                                                                                                                                                                                                                          4500

                                                                                                                                                                                                                                                                                                                                                                      FRAMING SCHEDULE:
                                                                                                                                       ~111
                                                         NOOSA WATERS                                                                      10                                                                                                                                                                                                                         PIERS:
                                                                                                                                                                                                                                                                                                                                                                       P1 - 200Ø HWD. PIER, H5 TREATED W/ PVC TIDAL ZONE COLLAR.
                                                                                                                                                                                                                                                                                                                                                                            TO MINIMUM 300mm SEABED EMBEDMENT AND DRY SAND-FILLED.
                                                                    N                                                                                                                                                                                                                                                                                                 BEAMS:
                                                                                         JETTY SITE PLAN                                                                                                                                  JETTY FRAMING PLAN                                                                                                           B1 - 150 x 75 F14 HWD BEARER, H4 TREATED.
                                                                                         1:100                                                                                                                                            1:100                                                                                                                        B2 - 150 x 75 F14 HWD BEARER CONTINUOUS, H4 TREATED.
                                                                                                                                                                                                                                                                                                                                                                            (S.S. COACH-SCREW LAMINATED PER AS1684)
                                                                                                                                                                                                                                                                                                                                                                       TJ - 150 x 75 F14 HWD TRIMMER BEAM, H4 TREATED.

                                                                                                                                                                                                                                                                                                                                                                      JOISTS:
                                                                                                                                                                                                                                                                                                                                                                       DJ1 - 150 x 75 F14 HWD JOISTS AT 700 MAX. CRS, H4 TREATED.
                                                                                                                                                                                                                                                                                                                                                                       DJ2 - 150 x 75 F14 HWD JOISTS AT 500 MAX. CRS, H4 TREATED.

                                                                                                                                                                                                                                                                                                                                                                      ALL EXPOSED TIMBER SHALL BE MINIMUM H5 TREATED.
                                                                                                                                                                                                                                                                                                                                                                      IN ADDITION TO MEETING NATURAL DURABILITY CLASS CRITERIA, ALL
                                                                                                                                                                                                                                                                                                                                                                      MARINE PILES SUBJECT TO IMMERSION SHALL BE OF SPECIES WITH
                                                                                                                                                                                                                                                                                                                                                                      MINIMUM MARINE BORER DURABILITY 3 OR BETTER PER AS 5604.

                                                                                                                                                                                                                   HANDRAIL TO DETAIL.                                                           3200
                                                                                                                                                                                                                   RIGID HANDRAIL TO
                                                                                                                                                                                                                   COMPLY WITH NOOSA
                                                                                                                                                                                                                   COUNCIL REGULATIONS.                                                                                       TOP OF WALL.                                                           TOP OF WALL.
                                                                                                                                                                                                                                                                                                                              RL 1.0m AHD                                                            RL 1.0m AHD
                                                                                                                                                                                                                                                                                                                                                                      DECK
                                                                                                                                                        DECK                                                                                                                                                                                                          RL 1.0m AHD
                                                                                                                                                        RL 1.00m
                                                                                                                                                        RL 0.44m AHD
                                                                                                                                                                                                             P1




                                                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                P1




                                                                                                                                                                                                      P1




                                                                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                                                                      P1




                                                                                                                                                                                                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                                                              REVETMENT WALL.
                                                                                                                                                                                                                                                                                                                                                      SEABED
                                                                                                                                                                          SEABED                                                                                                                                              STONE PITCHING.



                  NOOSA COUNCIL
                                                                                                                                                                                         3000




                                                                                                                                                                                                                                                                                                                                                               3000
                                                                                                                                                                                         TYP




                                                                                                                                                                                                                                                                                                                                                               TYP
                  APPROVED PLAN
               MCU26/0064 & OPW26/0093
                     10 SEP 2026
                                                                                                                                                                                                                                        JETTY SIDE ELEVATION                                                                                                           JETTY RIVER ELEVATION
                                                                                                                                                                                                                                          1:50                                                                                                                             1:50




                                                     CONSTRUCTION
          © THIS DRAWING IS PROTECTED                                                                                              ASSOCIATED CONSULTANTS                                                                                                                                               PROJECT                                                                   DRAWING TITLE
          UNDER COPYRIGHT IN
          ACCORDANCE WITH
          AGREEMENT BETWEEN
          LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                  NOOSA JETTY SERVICES
                                                                                                                                                                  Email: [email protected]
                                                                                                                                                                  Phone: 0408 137 526
                                                                                                                                                                                                                                 Long View                                                               PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                                                         18 MASTHEAD QUAY, NOOSAVILLE, 4566, QLD
                                                                                                                                                                                                                                                                                                                                                                                   SITE PLAN, FRAMING PLAN, ELEVATIONS
          T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                           L                     Consulting Engineers
                                         REVISIONS




          ENGINEERS AND THE CLIENT AS
          NAMED HEREIN. EXCLUSIVE                                                                                                                                                                                                Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
          USE IS GRANTED UNDER THE
          AGREEMENT ONLY FOR THE
                                                                                                                                                                                                           V                     Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                                        DRAWN
                                                                                                                                                                                                                                                                                                                   N.N.
                                                                                                                                                                                                                                                                                                                          CHECKED
                                                                                                                                                                                                                                                                                                                                    N.N.
                                                                                                                                                                                                                                                                                                                                           APPROVED        DATE
                                                                                                                                                                                                                                                                                                                                                                 29/06/2026
                                                                                                                                                                                                                                                                                                                                                                                  SCALE BAR                              DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                      1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     A1 ORIGINAL
                                                                                                                                                                                                                                 ABN:      87 711 552 832
          PROJECT. THIS DRAWING SHALL
          NOT BE CONSTRUCTED UNLESS                  1    CONSTRUCTION ISSUE                                C1          F.M.                                                                                                     Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                                        DESIGNED          CHECKED                          RPEQ / Cert.           PROJECT NUMBER                         DRAWING NUMBER             REVISION
          DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                             Email:    [email protected]
          ISSUE".                                    No. DESCRIPTION                                        REV.        APP.                                                                                                     Internet: www.longviewconsulting.com.au                                           F.M.             F.M.                               19951                       21.101-019                             S03                  C1

Document Set ID: 24940208
Version: 1, Version Date: 10/07/2026