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Approved Plan MCU21-0051 & OPW21-0089

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                                                                                                                                                                                                                                                                                                                                      NOTES:
                                                                                                                                                                                                                                                                                                                                     1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
             LOT:      262                                                            LOT:       261                                                    LOT:      260                                                                                                                                                                   CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
             RP:       863243                                                         RP:        863243                                                 RP:       863243
                                                                                      AREA:      730 m²                                                                                                                                                                                                                              2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH




                                                  107°20'00"




                                                                                                                                  107°20'00"
                                                                                                                                                                                                                                                                                                                                        THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY




                                                    41.498




                                                                                                                                    41.498
                                                                                                                                                                                                                                                                                                                                        "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                                                                                                                                                                                                                                                DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                                                     3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                                                                                                                                                                                TO EXISTING
                                                                                                                                                                                                                                                                                                                                        MARINE GRADE 316.
                                                                                                                                                                                                                                                                REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                        ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                                                        AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                                                                                                            EXISTING




                                                                                                                                                                                                                                                        1000
                                                                                                                                                                                            REVETMENT                                                                                                                                 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                               3000                                  12902                                                                                  WALL                                         1500
                                                                                                                                                                                                                                                                                                                                         AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                               0.200
                                                                                          17.600                                               107°20'00"
                                                                                         17°20'00"                                                                                                                                                                                                                                   5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                                                                                                                                              B1
                                                                                                                                                                                                                                                                                                                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                                      HANDRAIL TO DETAIL.




                                                                                                                                                                                                                               P1


                                                                                                                                                                                                                                              P1
                                                                                                                                                                                                                                                                                                                                        ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                      RIGID HANDRAIL TO




                                                                                                                                                                                                                                                        2617
                                                                                                                                                                                                                                                                                                                                        CONSTRUCTION WORKS.
                                                                                                                                                                                                                               J1                                     COMPLY WITH NOOSA
                                                                                                                                                                                                                                                                      COUNCIL REGULATIONS.                                           7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                                                              B1
                                                                                                                                                                                                                                                                                                                                        FLOOD LEVEL RECORD FROM BOM DATA.
                                                  PROJECTED




                                                                                                                                  PROJECTED
                                                  BOUNDARY




                                                                                                                                  BOUNDARY
                                                                             9000




                                                                                                                                                                                                                        9000
                                                                                                                                                                                                                               J1
                                                                                                                                                                                                                                                                                                                                     8. C.O.S. DENOTES CONFIRM ON SITE.




                                                                                                                                                                                                                                                        2617
                                                                                                                                                                                                                                                                      TREX COMPOSITE
                                                                                                                                                                                                                                              B1                      DECKING BY OTHERS
                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                      FIXED TO MANUF. SPEC.




                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                                      JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                        2617
                                                                                                                                                                                                                               J1
                                                                                                                                                                                                                                                                                                                                      JETTY LIVE LOADS:         = 2.0 kPa
                                                                                                                                                                                                                                              B1

                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                                     MOORED VESSEL (MAX.)




                                                                                                                                                                                                                                                   P1
                                                                      1500                                                                                                                                             150               1200                                                                                         LENGTH:                   = 5.0m




                                                                                                                                                                                                                                                        TYP.
                                                                                                                                                                                                                                                        150
                                                                                                                                                                                                                       TYP.                                                                                                           WEIGHT:                   = 1500 Kg.
                                                                                                                                                                                                                                                                                                                                      BERTHING VELOCITY:        = 0.5m / Sec.



                                                                                    NOOSA WATERS                                                                                                    JETTY FRAMING PLAN
                                                                                                                                                                                                    1:100



                                                                                    JETTY SITE PLAN                                                                                                 FRAMING SCHEDULE
                                                                                    1:100                                                                                                           PIERS:
                                                                                                                                                                                                     P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                                                                                                                    BEAMS:
                                                                                                                                                                                                     B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                     N




                                                                                                                                                                                                    JOISTS:
                                                                                                                                                                                                     J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                    ALL EXPOSED TIMBER SHALL BE H6 TREATED.



                                                                                                                                                                                                       EXISTING HANDRAIL




                                                                                                                                                                                                                                                                                              TOP OF WALL
                                                                                                                                                                                                                                                                                              RL 1.0m AHD
                                                                                                                                                            DECK
                                                                                                                                                            RL 1.00m
                                                                                                                                                            RL 0.44m AHD
                                                                                                                                                                                   P1




                                                                                                                                                                                              P1




                                                                                                                                                                                                                                         P1




                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                              REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                               P1




                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                                                                                              SEABED
                                                                                                                                                                   SEABED                                                                                                                     STONE PITCHING
                                                                                                                                                                            TYP.




                                                                                                                                                                                                                                                                                                                                        TYP.
                                                                                                                                                                            3000




                                                                                                                                                                                                                                                                                                                                        3000
                                          -

       NOOSA COUNCIL
       APPROVED PLAN
    MCU21/0051 & OPW21/0089                                                                                                                                                                  JETTY SIDE ELEVATION                                                                                                             JETTY RIVER ELEVATION
                                                                                                                                                                                             1:50                                                                                                                             1:50
          11 MAY 2021


© 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: 1331
                                                                                                                                                  Address: 7 THE PENINSULA,
                                                                                                                                                                                                      Long View                                                         PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                        7 THE PENINSULA, NOOSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                         SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                        L             Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                       NOOSAVILLE QLD
NAMED HEREIN. EXCLUSIVE                                                                                                                           LOT: 261 RP: 863243                                 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                                  Client: Ed Strong                     V             Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                       DRAWN
                                                                                                                                                                                                                                                                                  S.T.
                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                   F.M.
                                                                                                                                                                                                                                                                                                          APPROVED   DATE
                                                                                                                                                                                                                                                                                                                        03/03/2021
                                                                                                                                                                                                                                                                                                                                       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                     20.001-015                           S03                  C1
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