21.101-019_18 Masthead Quay Jetty_[C1] Civil Plans · MCU26/0064

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




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




                                                                                                                                                                                                                                                             B1
                                     RY
                                      E




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




                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                                                          RIGID HANDRAIL TO
                              BO JECT




                                                                                                       1500                                  1040




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




                                                                                                                                 13.6
                                 O




                                                                                                                                                                                                                                                             DJ1
                                                                                                                               286° 57                                                                                                                                                    COUNCIL REGULATIONS.
                              PR




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


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




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




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




                                                                                                                                                                                                                                                                         2850
                                                                                                                                                                                                                                  B1 1




                                                                                                                                                                  BOU CTED
                                                                                                                                                                                                                                                                                                                                                            MOORED VESSEL (MAX.)
                                                                  1500




                                                                                                                                                                         RY
                                                                                                                                                                                                                                                                                                                                                             LENGTH:                           = 5.0m




                                                                                                                                                                     NDA




                                                                                                                                                                                                          1500
                                               ~885




                                                                                                                                                                                                                                            DJ2



                                                                                                                                                                                                                                                             DJ1
                                                                                                                                                                      JE
                                                      0
                                                                                                                                                                                                                                                                                                                                                             WEIGHT:                           = 1500 Kg.




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




                                                                                                                                                                                                                                                  P1




                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                 150




                                                                                                                                                                                                                                                                         150
                                                                                     4500                                                                                                                                         150                       150
                                                                                                                                                                                                                                                4500

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

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

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

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




                                                                                                                                                                                                                                                P1




                                                                                                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                      P1




                                                                                                                                                                                            P1




                                                                                                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                            P1




                                                                                                                                                                                                                                                                                                                                                                                    P1




                                                                                                                                                                                                                                                                                                                                                                                                       P1
                                                                                                                                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                                                                                                                                    REVETMENT WALL.
                                                                                                                                                                                                                                                                                                                                            SEABED
                                                                                                                                                                SEABED                                                                                                                                              STONE PITCHING.
                                                                                                                                                                               3000




                                                                                                                                                                                                                                                                                                                                                     3000
                                                                                                                                                                               TYP




                                                                                                                                                                                                                                                                                                                                                     TYP
                                                                                                                                                                                                                              JETTY SIDE ELEVATION                                                                                                           JETTY RIVER ELEVATION
                                                                                                                                                                                                                                1:50                                                                                                                             1:50




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




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