20.001-007 200922 C1 Issue

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




                                                                                                                                                                                                                                   1000
                                                                                                                                                                                                 REVETMENT                                       1500
                                                                                                                                                                                                 WALL                                                                                                                                2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                        THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                                                                                                                                                                                                                                                                                                                        "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                                                                                                                                                                                                                                  B1




                                                                                                         155°06'05"
                                                                    335°06'05"




                                                                                                           27.773
                                                                                                                                                                                                                                                                                                                                    3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                                                                                                                                                                   P1




                                                                      69.759
                                                                                                                                                                                                                                                                          HANDRAIL TO DETAIL.




                                                                                                                                                                                                                                           P1
                                                                                                                                                                                        DO NOT FIX JETTY                                                                                                                               MARINE GRADE 316.
                                                                                                                                                                                        TO EXISTING                                                                       RIGID HANDRAIL TO                                            ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,




                                                                                                                                                                                                                                                              2578
                                                                                                                                                                                        REVETMENT WALL                                            J1                      COMPLY WITH NOOSA                                            AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.




                                                                                                                                                                                                                               ~6000
                                                                                                                      5.128
                                                                                                                      251°52'30"                                                                                                                  2/B1                    COUNCIL REGULATIONS.
                                                                                   4.915
                                                                                 241°57'50"                           0.400                                                                                                                                                                                                           4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                      155°06'05"                                                                                                                                          ALUMINIUM TIE-UP RAIL                                          AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                                                                 KAYAK STEP                                       J1
                                                                                     1500                                                                                                                                                                                 BY OTHERS.




                                                                                                                                                                                                                                                              2578
                                                                                                                                                                                                 TO DETAIL                                                                                                                          5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.




                                                                                                     9000
                                                                                                                                                                                                                              16




                                                                          1500
                                                                                                                                                                                                                         29                                               ECOply 5000 DECKING
                                                                                                                                                                                                                                                                          FIXED TO MANUF. SPEC.                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                                                                                                  2/B1




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




                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                                       B2




                                                                                                                                                                                                                                                              2695
                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                                          ALUMINIUM TIE-UP RAIL




                                                                                                                                                                                                             1200
                                                                                                                                                                                                                            J1




                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                                    7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                                                          2/B2                            BY OTHERS.
                                                                                                                                                                                                                                                                                                                                       FLOOD LEVEL RECORD FROM BOM DATA.
                                                                            3000          4000     3000
                                                                                                                                                                                                                                                         P1




                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                       3700                     150




                                                                                                                                                                                                             TYP.
                                                                                                                                                                                                             150
                                                                    PROJECTED
                                                                    BOUNDARY




                                                                                                         PROJECTED
                                                                                                                                                                                                                                                                TYP.




                                                                                                         BOUNDARY
                                                                   JETTY SITE PLAN                                                                                                                 EXISTING JETTY FRAMING PLAN                                                                                                        EXISTING JETTY LOADING CRITERIA:
                                                                   1:200                                                                                                                           1:100
                                                                                                                                                                                                                                                                                                                                      JETTY LIVE LOADS:              = 2.0 kPa

                                                                                 N
                                                                                                                                                                                                                                                                                                                                    MOORED VESSEL (MAX.)
                                                                                                                                                                                                   FRAMING SCHEDULE                                                                                                                  LENGTH:                         = 5.0m
                                                                                                                                                                                                   PIERS:                                                                                                                            WEIGHT:                         = 1500 Kg.
                                                                                          LOT:    438                                                                                               P1 - 200Ø HWD. PIER, H6 TREATED.                                                                                                 BERTHING VELOCITY:              = 0.5m / Sec.
                                                                                          RP:     842143                                                                                           BEAMS:
                                                                   NORTH                  AREA:   1213 m²                                                                                           B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                    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 H.A.T.
                                                                                                                      RL 0.44m AHD
                                                                                                                                                            P1




                                                                                                                                                                           P1




                                                                                                                                                                                                   P1




                                                                                                                                                                                                                                            P1
                                                                                                                                                                   P1(b)




                                                                                                                                                                                                                                                                                                                                                             P1(b)
                                                                                                                                                                                                                                                                                                                                       P1




                                                                                                                                                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                                       EXISTING
                                                                                                                                                                                                                                                                       REVETMENT WALL
                                                                                                                                                                                                                                                                                                                      SEABED
                                                                                                                                           SEABED
                                                                                                                                                                                                                                                                       STONE PITCHING
                                                                                                                                                     TYP.
                                                                                                                                                     3000




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




© THIS DRAWING IS PROTECTED                                                                                           ASSOCIATED CONSULTANTS                                                                                                                           PROJECT                                                         DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
                                                                                                                                                    NOOSA JETTY BUILDERS
                                                                                                                                                    JoB No: 1303
                                                                                                                                                    Address:
                                                                                                                                                                                                        Long View                                                       PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                        30 THE PENINSULAR, NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                         SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                       L                Consulting Engineers Pty. Ltd.
                              REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                             30 THE PENINSULAR,
USE IS GRANTED UNDER THE                                                                                                                            NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
                                                                                                                                                    LOT 438 ON RP 842143               V                Post:
                                                                                                                                                                                                        ABN:
                                                                                                                                                                                                                  PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                  98 867 060 985
                                                                                                                                                                                                                                                                       DRAWN
                                                                                                                                                                                                                                                                                  S.T.
                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                   F.M.
                                                                                                                                                                                                                                                                                                          APPROVED   DATE
                                                                                                                                                                                                                                                                                                                        22/09/2020
                                                                                                                                                                                                                                                                                                                                       SCALE BAR                                 DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                        1:200, 1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                             DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                              A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                                           Client:                                             Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                1   CONSTRUCTION ISSUE                       C1         F.M.                                              TRAVIS FUSAE                                        Email:    [email protected]                      DESIGNED          CHECKED                     RPEQ / Cert.      PROJECT NUMBER                            DRAWING NUMBER              REVISION
ISSUE".                                                                                                                                                                                                 Internet: www.longviewconsulting.com.au
                                          No. DESCRIPTION                              REV.       APP.                                                                                                                                                                            F.M.             F.M.                       19951                     20.001-007                                 S03                  C1