21.101_02 3 Mermaid Quay New Jetty_Structural [C1]_2

                                                                                                                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                                                                                                                                     1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                     4100                                                                                                                                                                                                                                                                                               CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.

                                                                                                                                                                                                                                                                                                                                                                                     2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH




                                                                            15
                                                                                                                                                                                                         3000                                                                                                                                                                           THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY




                                                                              00
                          ~6507                                                                                                                                                                                                                                                                                                                                                         "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                       0




                                                                                   15
                                                       0
                                                    41




                                                                                     05
                                                                                                                                                                                                                                                                                                                                                                                     3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED




                                                                                                                                                                                                                      T ED
                                                                                                                                                                                                                       RY
                                                                                                  P2                                                                                                                                                                                                                                                                                    MARINE GRADE 316.




                                                                                                                                                                                                                BOUNDA
              3000




                                                                                                                                                                                                                PROJEC
                                                                                                                                                                                                                                                                                                                                                                                        ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                                                                                                        AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                   00




                                                                                                                                                                                                                                                                                                                             1500




                                                                                                       69
                                  41




                                                                                                                                                                                                                                                                                                                                                                                       4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH




                                                                                                         95
                                                                                                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                                                                                                    REVETMENT                   150          1200                                                         AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                                5.940
                                                                                                                                                                                         7.980                                                                                      WALL                        TYP.
                                                                                                                                                                                                                                                                                                                                                                                     5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                                   5.940
                                  P2




                                                                                                                                   66°10'




                                                                                                                                                                                                                                                                                              1000
                                                                                                                                                                                                                                                                                                                                                                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                                                                                              B1                                                        ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                                                                                               HANDRAIL TO DETAIL.                      CONSTRUCTION WORKS.
                                                                 10




                                                                                                                                                                                                                                                                                                                        P1


                                                                                                                                                                                                                                                                                                                              P1
                                                                   00




                                                                                                                                                                                                                                                                                                                                               RIGID HANDRAIL TO
                                                                   0




                                                                                                                                                                                                                                                                                                                              J1




                                                                                                                                                                                                                                                                                              3025
                                                                                                                                                                                                                                                                                                                                               COMPLY WITH NOOSA                     7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                              5.940
                                                                                                                                                                                                                                                                                                                                               COUNCIL REGULATIONS.                     FLOOD LEVEL RECORD FROM BOM DATA.
                                          58




                                                                                                              45°03'20"
                                           00




                                                                                                                                                                         8                                                                                                                                                    2/B1                     P2                            8. C.O.S. DENOTES CONFIRM ON SITE.
                                                            P2




                                                                                                                                                                   ~2216




                                                                                                                                                                                                                                                                                                                     P1
                                                                                                       00
                                                                                                                                                                                                                                                                                                                              J1




                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                   15




                                                                                                                                                                                                                                                                                      10000
             PROJEC
              BOUNDA




                                                                                                                                                                                                                                                                                              3025
                                                                                                                                                                                                 36.433




                                                                                                                                                                                                                                                                            P2
                                                                                                                                                                                                 6°37'50"                                                                                                                                      MERBAU TIMBER
                                                                                                                                                                                                                                                                                                                                               DECKING                                 JETTY LOADING CRITERIA:
                   TED




                                                                                                                                                                                                                                                                                                                              2/B1
                     RY




                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                                               BY BUILDER
                                                                                                                                                                                                                                                                                                               B2                                                                      JETTY LIVE LOADS:           = 2.0 kPa




                                                                                                                                                                                                                                                                                              1600
                                                                                               EXISTING PONTOON




                                                                                                                                                                                                                                                                                                     P1
                                                                                               TO BE REMOVED                                                                                                                                                                                                                                                                         MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                                                                                              J1
                                                                                                                                                                                                                                                                                                                                                                                      LENGTH:                      = 5.0m




                                                                                                                                                                                                                                                                                              1200
                                                                                                                                                                                                                                                                                                                    2/B2                               P2




                                                                                                                                                                                                                                                                                                     P1




                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                                                                                      WEIGHT:                      = 1500 Kg.
                                                                        10.214                                                                                                                                                                                                                                                                                                        BERTHING VELOCITY:           = 0.5m / Sec.




                                                                                                                                                                                                                                                                                              150
                                                                        34°30'

                                                                                                                                                                                                                                                                                               150                  3800              150

                                                                                                                                  LOT:      38
                                                                                                                                  RP:       -839232                                                                                                                                                   JETTY FRAMING PLAN
                                                                                                                                  AREA:      939 m²                                                                                                                                                   1:100                                                                            FRAMING SCHEDULE
                                                                                          00
                                                                                        70
                                                                                     ~1




                                                                                                                                                                                                                                                                                                                                                                                       PIERS:
                                                5.940                                                                                                                                                                                                                                                                                                                                  P1 - 200Ø HWD. PIER, H6 TREATED.
                                                45°03'20"                                                                                                                                                                                                                                                                                                                              P2 - 200Ø HWD. PIER, H6 TREATED. (TERMINATE PIER 600 ABOVE JETTY DECK)

                                                                                                                                                                                                                                                                                                                                                                                       BEAMS:
                                                                                                                                                                                                                                                                                                                                                                                       B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                                                       B2 - 225 x 75 F14 HWD. BEARER, H6 TREATED.


                                                                                                                                                                                                                                                                                                                                                                                       JOISTS:
                                                                                                                                                                                                                                                                                                                                                                                        J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.

                            14.798
                                                                                                                          JETTY SITE PLAN
                                                                                                                          1:100                                                                                                                                                                                                                                                        ALL EXPOSED TIMBER SHALL BE H6 TREATED.
                            351°34'30"
                                                                                                                                                                                                                                                                                                                                                            DO NOT FIX JETTY
                                                                                                                                                                                                                             HANDRAIL TO DETAIL.
                                                                                                                                     N                                                                                                                                                                                                                      TO EXISTING
                                                                                                                                                                                                                             RIGID HANDRAIL TO                                                                                 TOP OF WALL
                                                                                                                                                                                                                                                                                                                                                            REVETMENT WALL
                                                                                                                                                                                                                             COMPLY WITH NOOSA                                                                                 RL 1.0m AHD
                                                                                                                                                                                                                             COUNCIL REGULATIONS.




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




                                                                                                                                                                                         P1




                                                                                                                                                                                                                                                      P1




                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                                                                                                                                                                                                                   REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                   STONE PITCHING




                                                                                                                                                                  SEABED                                                                                                                                                                                                                  SEABED
                                                                                                                                                                             TYP.




                                                                                                                                                                                                                                                                                                                                                                                                    TYP.
                                                                                                                                                                             3000




                                                                                                                                                                                                                                                                                                                                                                                                    3000
                                                                                                                                                                                                         JETTY SIDE ELEVATION                                                                                                                                                                              JETTY RIVER ELEVATION
                                          CONSTRUCTION                                                                                                                                                   1:50                                                                                                                                                                                              1:50
© THIS DRAWING IS PROTECTED                                                                                               ASSOCIATED CONSULTANTS                                                                                                                                                     PROJECT                                                                            DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                                                                             Long View                                                                PROPOSED JETTY
                                                                                                                                                                                                                                                                                                      3 MERMAID QUAY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                                                                          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
                                                                                                                                                                                                                                                                                                               J.A.L.
                                                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                                                     F.M.
                                                                                                                                                                                                                                                                                                                                            APPROVED                  DATE
                                                                                                                                                                                                                                                                                                                                                                      MARCH 2023
                                                                                                                                                                                                                                                                                                                                                                                        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                        21.101-002                               S03              C1