20.001 - 012 3-19 Larburnum Cr_Construction Issue_C1

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

                                                                                                                                                                                                   DO NOT FIX JETTY                                                                                                                                         2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                   TO EXISTING                                                                                                                                                 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                              LOT:   2                                                      LOT:     5                                            LOT:   4
                                                                                                                                                                                                   REVETMENT WALL                                                                                                                                              "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                              GTP:   104332                                                 GTP:     104767                                       GTP:   104767




                                                                                                                                           222°11'15"
                                                                                                            AREA:    190 m²
                                                                                                                                                                                                                                                                                                                                                          3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED




                                                                                                                                            22.265
                                                                           64°4 020
                                                                               9'0"
                                                                                                                                                                                                                                                                                                                                                             MARINE GRADE 316.




                                                                            13.
                                                                                                                                                                                                                                                                                                                                                             ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                         HANDRAIL TO DETAIL.
                                                                                                                                                                                                                                                                                                                                                             AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                          5250                                   6625                                                              EXISTING                                                                              RIGID HANDRAIL TO
                                                                                                                                                                                                                                                   1500
                                                                                                                                                                                                   REVETMENT                                                   1200                      COMPLY WITH NOOSA
                                                                                                                                                                                                                                                                                                                                                            4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH




                                                                                                                                                                                                                                      400
                                                                                   1000
                                                                                                                                                                                                   WALL                                                                                  COUNCIL REGULATIONS.
                                                                                                                                                                                                                                                                                                                                                               AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                                                                                                                     B1
                                                                                                                      13.375
                                                                                                                                                                                                                                                                                                                                                          5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.




                                                                                                                                                                                                                                                              P1
                                                                                                                    316°21'40"
                                                                                                                                                                                                                                                  P1




                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                          6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                B1        J1                                                                                                 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                              BOU CTED




                                                                                                                                 4400
                                                                     RY




                                                                                                                                                                                                                                                                                750
                                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION WORKS.




                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                B1 P1




                                                                                                                                                                                                                           P1
                                                                 NDA



                                                                           1000
                                                                                                                                                                                                                                        2850                   2850
                                                                 JE




                                                                                                                                                                                                                     700
                                                                                                            AT
                                                                                  2400




                                                                                                                                                  PROJECTED
                                                                                                          BO A




                                                                                                                                                  BOUNDARY
                                                                                                                                                                                                                                                                                                                                                          7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                              PRO




                                                                                                              E                                                                                                                        600                       600
                                                                                                           AR                                                                                                                                                                                                                                                FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                                                                                                      MERBAU TIMBER
                                                                     ~31




                                                                                                                                          ~9500
                                                                          63                                                                                                                                                                                                          DECKING
                                                                                                                                                                                                                                                                                                                                                          8. C.O.S. DENOTES CONFIRM ON SITE.
                                                                                                                                                                                                                                                                                      BY BUILDER
                                                                                                 2250      1500     2250

                                                                                                           6000




                                                                                                                                 ~5100
                                                                                                                                                                                                                                                                                                                                                            JETTY LOADING CRITERIA:
                                                                                                                                                                                                                                                                                                                                                            JETTY LIVE LOADS:               = 2.0 kPa
                                                                                                                                                                                                                                                                                                                                                          MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                                                                                                                                           LENGTH:                          = 5.0m
                                                                                                        LOCK WALKWAY                                                                                                                                                                                                                                       WEIGHT:                          = 1500 Kg.
                                                                                                                                                                                                                                                                                                                                                           BERTHING VELOCITY:               = 0.5m / Sec.


                                                                                                                                                                                                                                JETTY FRAMING PLAN
                                                                                                 NOOSA WATERS                                                                                                                    1:100

                                                                                                 JETTY SITE PLAN
                                                                                                 1:100                                                                                                                           FRAMING SCHEDULE
                                                                                                                                                                                                                                 PIERS:
                                                                                                                                                                                                                                  P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                  N




                                                                                                                                                                                                                                 BEAMS:
                                                                                                                                                                                                                                  B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                 JOISTS:
                                                                                                                                                                                                                                  J1 - 100 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                                                 ALL EXPOSED TIMBER SHALL BE H6 TREATED.




                                                                                                                                                                                                                                                                                                                                    DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                                                    TO EXISTING
                                                                                                                                                                                                                                                                      HANDRAIL TO DETAIL.                                           REVETMENT WALL
                                                                                                                                                                                                                                                                      RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                      COMPLY WITH NOOSA
                                                                                                                                                                                                                                                                      COUNCIL REGULATIONS.


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




                                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                                      P1


                                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                                                                                P1




                                                                                                                                                                                                                                                                                                                                                                                                   P1




                                                                                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                                                                                             EXISTING                           SEABED
                                                                                                                                                                                                                                                                                                                             REVETMENT WALL
                                                                                                                                                                                                                                D
                                                                                                                                                                                                                           SEABE
                                                                                                                                                                                                                                                                                                                             STONE PITCHING




                                                                                                                                                                                                                                                                                               TYP.
                                                                                                                                                                                                                                                                                               3000




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



© 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: 1317
                                                                                                                                                              Address:
                                                                                                                                                                                                           Long View                                                        PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                            UNIT 3, 19 LARBURNUM CRESCENT, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                                                               SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                               L           Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                                   UNIT 3, 19 LARBURNUM CRESCENT,
NAMED HEREIN. EXCLUSIVE                                                                                                                                       NOOSAVILLE                                   Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                                              LOT: 5      RP: GTP 104767       V           Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                           DRAWN
                                                                                                                                                                                                                                                                                        S.T.
                                                                                                                                                                                                                                                                                                CHECKED
                                                                                                                                                                                                                                                                                                           F.M.
                                                                                                                                                                                                                                                                                                                  APPROVED                 DATE
                                                                                                                                                                                                                                                                                                                                              26/02/2021
                                                                                                                                                                                                                                                                                                                                                             SCALE BAR                                  DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                     1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                    A1 ORIGINAL
                                                                                                                                                              Client: BRUCE ARGENT-SMITH                   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                       20.001-012                               S03                  C1