SUPERSEDED Approved Plan - OPW20-0206 · OPW20/0206

                                                                                                                                                                                                                                                                                                                                                                  NOTES:
                                                                                                                                                                                                                                                                                                                                                                1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                            LOT:        893                                                                                                                                                                                                                                                                        CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                            RP:         906963                                                                                                                                                                                           DO NOT FIX JETTY
                                                                            AREA:       728 m²                                                                                                                                                                                           TO EXISTING                                                              2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH




                                                                                                                                                 235°25'
                                                                                                                                                  40.435
                                                            225°28'
                                                            40.422
                                                                                                                                                                                                             EXISTING                                                                    REVETMENT WALL                                                              THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                                                                                                                                                                                                                                                                                                                                                     "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                                                                                                                                                                                                                        1000
                                                                                                                                                                                                             REVETMENT
                                                                                                                                                                                                             WALL                                                     1500
                                                                                                                                                                                                                                                                                                                                                                3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                    14.576                                                                                                                                                                                                                                                         MARINE GRADE 316.
                                                                                                  319°04'45"                                                                                                                                                                                                                                                       ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                       B1                                 HANDRAIL TO DETAIL.                                      AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                         1500                                                                                                                                                                                             RIGID HANDRAIL TO




                                                                                                                                                                                                                                                                P1


                                                                                                                                                                                                                                                                       P1
                                                                                                                                                           BOAT LIFT                                                                                                                                      COMPLY WITH NOOSA                                       4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                              PROJECTED
                                                              BOUNDARY




                                                                                                                                                                                                                                                                                  2578
                                                                                                                                                           BY OTHERS                                                                                                   J1                                 COUNCIL REGULATIONS.                                       AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.




                                                                                                                                                TE D
                                                                                                                                                 RY




                                                                                                                                                                                                                                                     ~6000
                                                                                                                                                           (7.4m x 3.0m)




                                                                                                                                          BOUNDA
                                                                                                                                                                                                                                                                       2/B1




                                                                                                                                          PROJEC
                                                                                                                                                                                                                                                                                                          BOAT LIFT BY OTHERS                                   5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                          2500                                                                                                                                                                                                                            (7.4m x 3.0m)




                                                                                                                         9000
                                                                                                                                                                                                                                                                       J1                                                                                       6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                          MIN.




                                                                                                                                                                                                                                                                                  2578
                                                                                                                                                                                                                                                                                                                                                                   ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                   CONSTRUCTION WORKS.
                                           PROPOSED                                                                                                                                                                                                                                                       HIGH SET SEABED ANCHOR
                                           JETSKI LIFT                                                                                        1000                                                                                                                                                                                                              7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                             1500




                                                                                                                                                                                                     PROPOSED                                                          2/B1                               TO DETAIL




                                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                              99




                                                                                                                                                                                                                                                                  P1
                                           BY OTHERS                                                                                          MIN.                                                                                                                                                                                                                 FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                     JETSKI LIFT            ~2                          B2




                                                                                                                                                                                                                                                                                  2695
                                           (4.0m x 2.0m)                                                                                                                                             BY OTHERS
                                                                             1500




                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                                 1200
                                                                                                                                4075                                                                 (4.0m x 2.0m)                                    J1                                                  DECKING
                                                                                                                                                                                                                                                               2/B2                                       26 x 140 (F14) HWD.
                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                                          FIXED TO JOISTS WITH                                    JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                                                             3800                   150                   2 S.S. SCREWS PER JOIST
                                                                                 4808                      4100




                                                                                                                                                                                                                                 TYP.
                                                                                                                                                                                                     HIGH SET SEABED




                                                                                                                                                                                                                                 150
                                                                                                                                                                                                     ANCHORS TO DETAIL                                                              TYP.                                                                          JETTY LIVE LOADS:                = 2.0 kPa
                                                                                                                                                                                                                                                                                                                                                                MOORED VESSEL (MAX.)
                                                                                                                                         APPROVAL RELATES TO                                                                                                                                                                                                     LENGTH:
                                                                                                                                                                                                                                                                                                                                                                 WEIGHT:
                                                                                                                                                                                                                                                                                                                                                                                                   = 5.0m
                                                                                                                                                                                                                                                                                                                                                                                                   = 1500 Kg.
                                                                                                                                           JET SKI LIFT ONLY                                                         JETTY FRAMING PLAN                                                                                                                          BERTHING VELOCITY:                = 0.5m / Sec.
                                                                                              NOOSA WATERS                                                                                                           1:100



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




                                                                                                                                                                                                                      B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                     JOISTS:
                                                                                                                                                                                                                      J1 - 150 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(b)




                                                                                                                                                                                                                                                                                                                                                                                                                   P1(b)
                                                                                                                                                                                                                                                                                                                                                                                       P1




                                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                                            EXISTING
                                                                                                                                                                                                                                                                                                                                            REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                                                       SEABED
                                                                                                                                                                                                         SEABED
                                                                                                                                                                                                                                                                                                                                            STONE PITCHING
                                                                                          -

                                                                          APPROVED PLAN
                                                                            OPW20/0206
                                                                                                                                                                                                                     TYP.
                                                                                                                                                                                                                     3000




                                                                                                                                                                                                                                                                                                                                                                                TYP.
                                                                                                                                                                                                                                                                                                                                                                                3000
                                                                          NOOSA COUNCIL
                                                                          6 JANUARY 2021
                                                                                         -



                                                                                                                                                                                                                                                                        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: 001
                                                                                                                                                                           Address:
                                                                                                                                                                                                                        Long View                                                              FIXTURES TO EXISTING JETTY
                                                                                                                                                                                                                                                                                               9 WATER SIDE COURT, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                                                                     SITE PLAN, FRAMING PLAN, ELEVATIONS
             T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                       L                Consulting Engineers
                                            REVISIONS




             ENGINEERS AND THE CLIENT AS                                                                                                                                   9 WATER SIDE COURT,
             NAMED HEREIN. EXCLUSIVE                                                                                                                                       NOOSAVILLE                                   Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
             USE IS GRANTED UNDER THE
             AGREEMENT ONLY FOR THE                     2   CONSTRUCTION ISSUE                                    C2     F.M.                                              LOT: 893 RP: 906963         V                Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                              DRAWN
                                                                                                                                                                                                                                                                                                         S.T.
                                                                                                                                                                                                                                                                                                                CHECKED
                                                                                                                                                                                                                                                                                                                          F.M.
                                                                                                                                                                                                                                                                                                                                 APPROVED        DATE
                                                                                                                                                                                                                                                                                                                                                    02/12/2020
                                                                                                                                                                                                                                                                                                                                                                   SCALE BAR                                   DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                            1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                           A1 ORIGINAL
                                                                                                                                                                           Client:                                      ABN:      87 711 552 832
             PROJECT. THIS DRAWING SHALL
             NOT BE CONSTRUCTED UNLESS                  1   CONSTRUCTION ISSUE                                    C1     F.M.                                              PAUL KOSTROMIN                               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                     20.001-009                                  S03                  C2

Document Set ID: 21317856
Version: 1, Version Date: 14/12/2020