20.001-020_9 Mermaid Quay_Construction Issue_C1

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

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



                                  350°00'00"




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

                                    37.000




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

                                                                                                                                                                                                                                                                                                                                               4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                            B1
                                                4000        1500                                   14500                                                                             EXISTING HANDRAIL                                                                                                                                            AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.




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




                                                                                                                                                                                                                                          P1
         BY OTHERS
                                                                                                                                                                                     TO DETAIL
                                                   9000




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




                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                          B2
                                                                                                                                                                                     PROPOSED
                                                                                                                                                                                     BOAT LIFT                                                                    J1




                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                     BY OTHERS
                                   PROJECTED




                                                                                                                                     PROJECTED
                                   BOUNDARY




                                                                                                                                     BOUNDARY
                                                                                  1500



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




                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                                                                               JETTY LIVE LOADS:              = 2.0 kPa
                                                                                  1500




                                                                                                                                                                                                                                                                                                                                             MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                                                                                                                              LENGTH:                         = 5.0m
                                                                   4100                  EXISTING JETTY                                                                                                                                                                                                                                       WEIGHT:                         = 1500 Kg.
                                                                                         TO REMAIN.                                                                                                                                                                                                                                           BERTHING VELOCITY:              = 0.5m / Sec.




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




                                                                                                                                                                                       EXISTING HANDRAIL,
                                                                                                                                                                                       TO REMAIN.




                                                                                                                                                                                                                                                                                  TOP OF WALL
                                                                                                                                                                                                                                                                                  RL 1.0m AHD


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




                                                                                                                                                                    P1




                                                                                                                                                                                P1




                                                                                                                                                                                                             P1




                                                                                                                                                                                                                                                     P1




                                                                                                                                                                                                                                                                                                                                                                P1(b)
                                                                                                                                                                                                                                                                                                                                                    P1




                                                                                                                                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                                                                                                                                  EXISTING
                                                                                                                                                                                                                                                                                  REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                  SEABED
                                                                                                                                    SEABED
                                                                                                                                                                                                                                                                                  STONE PITCHING
                                                                                                                                                      TYP.
                                                                                                                                                      3000




                                                                                                                                                                                                                                                                                                                                             TYP.
                                                                                                                                                                                                                                                                                                                                             3000
                                                                                                                                                                                JETTY SIDE ELEVATION                                                                                                                                                 JETTY RIVER ELEVATION
                                                                                                                                                                                1:50                                                                                                                                                                     1:50

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




ENGINEERS AND THE CLIENT AS                                                                                                                       9 MERMAID QUAY, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE                                                                                                                           LOT: 41     RP: 839221                                     Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                                  Client: LOU PANSINO                     V                  Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                DRAWN
                                                                                                                                                                                                                                                                                           S.T.
                                                                                                                                                                                                                                                                                                  CHECKED
                                                                                                                                                                                                                                                                                                            F.M.
                                                                                                                                                                                                                                                                                                                   APPROVED   DATE
                                                                                                                                                                                                                                                                                                                                 25/05/2021
                                                                                                                                                                                                                                                                                                                                                SCALE BAR                                 DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                       1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                      A1 ORIGINAL
                                                                                                                                                                                                             ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                  1   CONSTRUCTION ISSUE                         C1      F.M.                                                                                                       Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                DESIGNED          CHECKED                     RPEQ / Cert.      PROJECT NUMBER                            DRAWING NUMBER             REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                   Email:    [email protected]
ISSUE".                                   No. DESCRIPTION                                 REV.    APP.                                                                                                       Internet: www.longviewconsulting.com.au                                       F.M.             F.M.                       19951                            20.001-020                         S03                  C1