20.001-015 7 The Peninsula_Construction Issue C1

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




                                              107°20'00"




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




                                                41.498




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




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




                                                                                                                                                                                                                           P1


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




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




                                                                                                                              PROJECTED
                                              BOUNDARY




                                                                                                                              BOUNDARY
                                                                         9000




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




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




                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                  JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                    2617
                                                                                                                                                                                                                           J1
                                                                                                                                                                                                                                                                                                                                  JETTY LIVE LOADS:         = 2.0 kPa
                                                                                                                                                                                                                                          B1

                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                 MOORED VESSEL (MAX.)




                                                                                                                                                                                                                                               P1
                                                                  1500                                                                                                                                             150               1200                                                                                         LENGTH:                   = 5.0m




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



                                                                                NOOSA WATERS                                                                                                    JETTY FRAMING PLAN
                                                                                                                                                                                                1:100



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




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



                                                                                                                                                                                                   EXISTING HANDRAIL




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




                                                                                                                                                                                          P1




                                                                                                                                                                                                                                     P1




                                                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                          EXISTING
                                                                                                                                                                                                                                                                                          REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                                                                                          SEABED
                                                                                                                                                               SEABED                                                                                                                     STONE PITCHING
                                                                                                                                                                        TYP.




                                                                                                                                                                                                                                                                                                                                    TYP.
                                                                                                                                                                        3000




                                                                                                                                                                                                                                                                                                                                    3000
                                                                                                                                                                                         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: 1331
                                                                                                                                              Address: 7 THE PENINSULA,
                                                                                                                                                                                                  Long View                                                         PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                    7 THE PENINSULA, NOOSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                     SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                    L             Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                   NOOSAVILLE QLD
NAMED HEREIN. EXCLUSIVE                                                                                                                       LOT: 261 RP: 863243                                 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                              Client: Ed Strong                     V             Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                   DRAWN
                                                                                                                                                                                                                                                                              S.T.
                                                                                                                                                                                                                                                                                     CHECKED
                                                                                                                                                                                                                                                                                               F.M.
                                                                                                                                                                                                                                                                                                      APPROVED   DATE
                                                                                                                                                                                                                                                                                                                    03/03/2021
                                                                                                                                                                                                                                                                                                                                   SCALE BAR                            DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                     1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                    A1 ORIGINAL
                                                                                                                                                                                                  ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                 1     CONSTRUCTION ISSUE                      C1        F.M.                                                                                            Mobile: 0414 681 676
                                                                                                                                                                                                                                                                   DESIGNED          CHECKED                     RPEQ / Cert.      PROJECT NUMBER                       DRAWING NUMBER             REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                        Email:    [email protected]
ISSUE".                                   No. DESCRIPTION                               REV.      APP.                                                                                            Internet: www.longviewconsulting.com.au                                     F.M.             F.M.                       19951                     20.001-015                           S03                  C1