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Approved Plans OPW21/0156 - 9 Mermaid Quay Noosaville

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                                                                                                                                                                                                                                                                                                                                                            NOTES:
                                                                                                                                                                                                                                                                                                                                                          1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                                                                                                                                                                             CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.

                                                                                                                                                                                                                                                                                                                                                           2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                              THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY



                                               350°00'00"




                                                                                                                                                  170°00'00"
                                                                                                                                                                                                                                                                                                                                                              "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".

                                                 37.000




                                                                                                                                                    37.000
                                                                                       LOT:           41                                                                                     EXISTING                                                                                                                                                     3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                       RP:            839221                                                                                 REVETMENT                                                                                                                                                       MARINE GRADE 316.
                                                                                       AREA:          740 m²                                                                                 WALL                                                                                                                                                            ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                                                                             AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.

                                                                                                                                                                                                                                                                                                                                                            4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                                         B1
                                                             6500        1500                                   12000                                                                             EXISTING HANDRAIL                                                                                                                                            AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.




                                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                        P1
                                                                                                                 20.000                                                                           PROPOSED                                                J1                                                                                              5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                80°00'00"                                                                         SEABED ANCHOR
                                                                                                                                                                                                  TO DETAIL                                            2/B1                                                                                               6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                                                                                                                             ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                          J1                              EXISTING KAYAK STEP
                         PROPOSED                                                             EXISTING KAYAK STEP                                                                                                                                                                                                                                         7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                         BOAT LIFT                                                                                                                                                                PROPOSED
                                                                                                                                                                                                                                                                                                                                                             FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                  SEABED ANCHOR




                                                                                                                                                                                                                                                       P1
                         BY OTHERS
                                                                                                                                                                                                  TO DETAIL
                                                                9000




                         (4.5m x 3.0m)                                                                                                                                                                                                                 2/B1                                                                                               8. C.O.S. DENOTES CONFIRM ON SITE.




                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                                                       B2
                                                                                                                                                                                                  PROPOSED
                                                                                                                                                                                                  BOAT LIFT                                                                    J1




                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                  BY OTHERS
                                                PROJECTED




                                                                                                                                                  PROJECTED
                                                BOUNDARY




                                                                                                                                                  BOUNDARY
                                                                                               1500



                                                                                                                                                                                                  (4.5m x 3.0m)                                                      B2
                                                                                                                                                                                                                                                                                                                                                            JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                                                            JETTY LIVE LOADS:                = 2.0 kPa
                                                                                               1500




                                                                                                                                                                           APPROVAL RELATES TO BOAT                                                                                                                                                       MOORED VESSEL (MAX.)

                                                                                4100
                                                                                                                                                                              LIFTING DEVICE ONLY                                                                                                                                                          LENGTH:                           = 5.0m
                                                                                                      EXISTING JETTY                                                                                                                                                                                                                                       WEIGHT:                           = 1500 Kg.
                                                                                                      TO REMAIN.                                                                                                                                                                                                                                           BERTHING VELOCITY:                = 0.5m / Sec.



         APPROVAL RELATES TO BOAT
            LIFTING DEVICE ONLY                                                        NOOSA WATERS                                                                                                                                                                                                                                                         FRAMING SCHEDULE
                                                                                                                                                                                                                                                                                                                                                            PIERS:
                                                                                       JETTY SITE PLAN                                                                                                            JETTY FRAMING PLAN                                                                                                                        P1 - EXISTING HWD. PIER, TO REMAIN.
                                                                                       1:100                                                                                                                      1:100                                                                                                                                     BEAMS:
                                                                                                                                                                                                                                                                                                                                                            B1 - EXISTING HWD. BEARER, TO REMAIN.
                                                                                                                                                                                                                                                                                                                                                            B2 - EXISTING HWD. BEARER, TO REMAIN.
                                                                                                                                                                                                                                                                                                                                                            JOISTS:
                                                                                                                                                                                                                                                                                                                                                             J1 - EXISTING HWD. JOISTS AT 450 CRS, TO REMAIN.
                                                                                          N



                                                                                                                                                                                                                                                                                                                                                                                            --
                                                                                                                                                                                                                                                                                                                                                                                             -


                                                                                                                                                                                                                                                                                                                                                                             APPROVED PLANS
                                                                                                                                                                                                    EXISTING HANDRAIL,                                                                                                                                                          OPW21/0156
                                                                                                                                                                                                    TO REMAIN.
                                                                                                                                                                                                                                                                                                                                                                              NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                              11 AUGUST 2021
                                                                                                                                                                                                                                                                                               TOP OF WALL                                                                          -
                                                                                                                                                                                                                                                                                               RL 1.0m AHD


                                                                                                                            RL 1.00m H.A.T.
                                                                                                                            RL 0.44m AHD
                                                                                                                                                                          P1




                                                                                                                                                                                 P1




                                                                                                                                                                                             P1




                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                  P1




                                                                                                                                                                                                                                                                                                                                                                              P1(b)
                                                                                                                                                                                                                                                                                                                                                                 P1




                                                                                                                                                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                                                                                               EXISTING
                                                                                                                                                                                                                                                                                               REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                               SEABED
                                                                                                                                                 SEABED
                                                                                                                                                                                                                                                                                               STONE PITCHING
                                                                                                                                                                   TYP.
                                                                                                                                                                   3000




                                                                                                                                                                                                                                                                                                                                                          TYP.
                                                                                                                                                                                                                                                                                                                                                          3000
                                                                                                                                                                                             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 BUILDERS
                                                                                                                                                               JoB No:
                                                                                                                                                               Address:
                                                                                                                                                                                                                          Long View                                                           PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                                              9 MERMAID QUAY, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                                                               SITE PLAN, FRAMING PLAN, ELEVATIONS
             T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                       L                  Consulting Engineers
                                           REVISIONS




             ENGINEERS AND THE CLIENT AS                                                                                                                       9 MERMAID QUAY, NOOSAVILLE.
             NAMED HEREIN. EXCLUSIVE                                                                                                                           LOT: 41     RP: 839221                                     Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
             USE IS GRANTED UNDER THE
             AGREEMENT ONLY FOR THE
                                                                                                                                                               Client: LOU PANSINO                     V                  Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                             DRAWN
                                                                                                                                                                                                                                                                                                        S.T.
                                                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                                                         F.M.
                                                                                                                                                                                                                                                                                                                                APPROVED   DATE
                                                                                                                                                                                                                                                                                                                                              25/05/2021
                                                                                                                                                                                                                                                                                                                                                             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                             20.001-020                          S03                  C1

Document Set ID: 21569189
Version: 1, Version Date: 26/07/2021
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                                                                                               SEABED ANCHORS TO BE A FULLY
                                                                                               WELDED ALUMINUM FRAME.
                                                                                               MITRE JOINTS & CFW ALL ROUND.




                                                           10 PLATE GUSSET
                                                           100 HIGH
                                                           CFW TO CHS                          250




                                                                                                                  600
                                                           76.2 x 4.75 CHS
                                                           ALUMINUM TUBE
                                                           (RT7646410)

                                                           JETTY FIXING BASE PLATE
                                                           REFER TO TYPICAL DETAIL
                                                           CUT KICK BOARD SHORT
                                                           EITHER SIDE OF JETTY FIXING
                                                           CONNECTION




                                                                                                   J1
                                                           FENDER FIXINGS
                                                           TO SUPPLIERS DETAILS
                                                                                                         76.2 x 5.0 CHS PILE



                                                                   FENDER




                                                                                                                         SEABED
                                                                                             EMBEDMENT
                                                                                                1000




                                                                      HIGH SET SEABED ANCHOR
                                                                      TYPICAL ELEVATION
                                                                       1:10




                                                                                                                  100
                                                                         10 ALUMINIUM BASE PLATE
                                                                         CFW TO SHS
                                                                         2-M12 COACH SCREWS
                                                                                                                   150




                                                                         FIXED TO J1


                                                                                                  38
                                                                                                                                                                                                                                                                                                                                                          --
                                                                                                                         75 WIDE JOIST BELOW                                                                                                                                                                                                               -


                                                                                                                                                                                                                                                                                                                                              APPROVED PLANS
                                                                       JETTY FIXING BASE PLATE                                                                                                                                                                                                                                                   OPW21/0156
                                                                       TYPICAL PLAN DETAIL                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                       1:10
                                                                                                                                                                                                                                                                                                                                               11 AUGUST 2021
                                                                                                                                                                                                                                                                                                                                                     -

                                                       CONSTRUCTION
             © THIS DRAWING IS PROTECTED                                                                                     ASSOCIATED CONSULTANTS                                                                                                     PROJECT                                                        DRAWING TITLE
             UNDER COPYRIGHT IN
             ACCORDANCE WITH
             AGREEMENT BETWEEN
             LODESTAR MERIDIAN PTY LTD
                                                                                                                                                      NOOSA JETTY BUILDERS
                                                                                                                                                      JoB No:
                                                                                                                                                      Address:
                                                                                                                                                                                        Long View                                                        PROPOSED NEW JETTY
                                                                                                                                                                                                                                                         9 MERMAID QUAY, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                        JETTY FRAMING DETAILS
             T/AS LONG VIEW CONSULTING
                                                                                                                                                                                    L   Consulting Engineers
                                           REVISIONS




             ENGINEERS AND THE CLIENT AS                                                                                                              9 MERMAID QUAY, NOOSAVILLE.
             NAMED HEREIN. EXCLUSIVE                                                                                                                  LOT: 41     RP: 839221            Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
             USE IS GRANTED UNDER THE
             AGREEMENT ONLY FOR THE
                                                                                                                                                      Client: LOU PANSINO           V   Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                        DRAWN
                                                                                                                                                                                                                                                                   S.T.
                                                                                                                                                                                                                                                                          CHECKED
                                                                                                                                                                                                                                                                                    F.M.
                                                                                                                                                                                                                                                                                           APPROVED   DATE
                                                                                                                                                                                                                                                                                                         25/05/2021
                                                                                                                                                                                                                                                                                                                       SCALE BAR                     DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                       1:10
                                                                                                                                                                                                                                                                                                                                                                              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                    20.001-020                    S04                C1

Document Set ID: 21569189
Version: 1, Version Date: 26/07/2021

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