20.001-002 11 Key Ct & 8 Ravenwood_Construction Issue2

      NOTE:
                                                                                                                                                                                                                                      750                             750                                                                   NOTES:
      BOUNDARIES TO BE CONFIRMED




                                                                                                    BOUNDARY
                                                                                                                                                                                                   PROPOSED STAIRS                                                                  PROPOSED STAIRS




                                                                                                    PROPERTY
      BY CLIENT SURVEY                                                                                                LOT: 160                                                                                                                                                                                                            1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                   TO BUILDERS DETAILS.                           TJ            TJ                  TO BUILDERS DETAILS.
                                                                                                                      RP: N21859                                                                                                                                                                                                             CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                 LOT: 169
                                                                                                                                                                                                   EXISTING




                                                                                                                                                                                                                                                                      1000
                                                                 RP: N21858                                                                                                                                                                                                                                                                 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                   REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                               THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY




                                                                                                    14.440
                                                                                                    04°38'
                                                                                                                                                                                                                                                                                                                                               - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                                                                                                                                                                                                                P1



                                                                                                                                                                                                                                                                P1
                                                             N




                                                                                                                                                                                                                                                                       2712
                                                                                                                                                                                                                                               B1
                                                                                                                                                                                                                                                                 J1




                                                                                                                                       10° 66
                                                                                         3000                                                                                                                                                                                                                                             3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED




                                                                                                                                           27'
                                                                                                                   3.213




                                                                                                                                             6
                                                                                                                                        1 1.
                                                                               2.839                               97°27'                                                                           DO NOT FIX JETTY                                                                                                                         MARINE GRADE 316.
                                                                                                                                                                                                                                                                                    HANDRAIL TO DETAIL.
                                                                               84°52'                                                                                                               TO EXISTING                                                                                                                              ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                    RIGID HANDRAIL TO




                                                                                         45°




                                                                                                                  45°
                                                                                                                                    4.754
                                                                                                                                                                                                    REVETMENT WALL                                P1                                                                                         AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.




                                                                                                                                                                                                                                                                P1
                                                                                                                                    110°51'                                                                                                                B1                       COMPLY WITH NOOSA
                                                                      6.085
                                                                                                                                                                                                                                                                                    COUNCIL REGULATIONS.




                                                                                                                                                                                                                                                                       2712
                                                                      63°39'                                     750                                                                                                                                             J1                                                                         4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                                                                                                                               AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                 750                                                                                                                                                                TIE-UP RAIL




                                                                                                                             DA D
                                                                                                                                                                                                                                                           B1                       BY OTHERS.




                                                                                                                         UN TE
                                                                                                                               RY
                                                                     4                                                                                                                                                                                                                                                                    5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                  22                                                                                                                                                                              P1




                                                                                                                       BO JEC




                                                                                                                                                                                                                                                                P1
                                                                7. °38'




                                                                                         12000
                                                  27.7
                                                       20         56




                                                                                                                           O
                                                 110°                                                                                                                                                                                                                                                                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.




                                                                                                                                                                                                                                                                       2712
                                                                                                                        PR
                                                     02'                                                                                                                                                                                                         J1
                                                                    PRO                                                                                                                                                                                                                                                                      ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                       JE
                                                                    BOU CTED                                                                                                                                                                                                                                                                 CONSTRUCTION WORKS.
                                                                       NDA
                                                                           RY                                                                                                                                                                              B1
                                                                                                                             PROPOSED SHARED JETTY




                                                                                                                                                                                                                                                P1



                                                                                                                                                                                                                                                                P1
                                                                                                                             REFER DETAILS                                                                                                                                                                                                7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                   MERBAU TIMBER                                                                    TIE-UP RAIL                                              FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                             FOR DESIGN ELEMENTS




                                                                                                                                                                                                                                                                       2712
                                                                                                                                                                                                   DECKING (140 x 25)                                            J1                 BY OTHERS.
                                                                                                                1500
                                                                                                                                                                                                   BY BUILDER
                                                                                             750                750                                                                                                                                        B1




                                                                                                                                                                                                                                                P1



                                                                                                                                                                                                                                                                P1
                                                                                                    PROJECTED                                                                                                                            150             1200
                                                                                                    BOUNDARY
                                                                                                                                                                                                                                         TYP.




                                                                                 JETTY SITE PLAN                                                                                                                             JETTY FRAMING PLAN                                                                                             JETTY LOADING CRITERIA:
                                                                                 1:200                                                                                                                                       1:100
                                                                                                                                                                                                                                                                                                                                            JETTY LIVE LOADS:         = 2.0 kPa
                                                                                                                                                                                                                                                                                                                                          MOORED VESSEL (MAX.)
                                                                                                                                                                                                                             FRAMING SCHEDULE                                                                                              LENGTH:                    = 5.0m
                                                                                                                                                                                                                             PIERS:                                                                                                        WEIGHT:                    = 1500 Kg.
                                                                                                                                                                                                                              P1 - 200Ø HWD. PIER, H6 TREATED.                                                                             BERTHING VELOCITY:         = 0.5m / Sec.
                                                                                                                                                                                                                             BEAMS:
                                                                                                                                                                                                                              B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                             JOISTS:
                                                                                                                                                                                                                              J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                                              TJ - 150 x 75 F14 HWD. TRIMMER JOISTS, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                            NOTE:
                                                                                                                                                                                                                             ALL EXPOSED TIMBER SHALL BE H6 TREATED.
                                                                                                                                                                                                                                                                                                                                            THE HEIGHT OF PILES ABOVE NATURAL GROUND
                                                                                                                                                                                                                                                                                                                                            SHALL NOT EXCEED THE PILE DEPTH IN THE
                                                                                                                                                                                                                                                                                                                                            NATURAL GROUND.




                                                                                                                                                                                                       DO NOT FIX JETTY
                                                                                                                                                   HANDRAIL TO DETAIL.
                                                                                                                                                                                                       TO EXISTING
                                                                                                                                                   RIGID HANDRAIL TO
                                                                                                                                                                                                       REVETMENT WALL
                                                                                                                                                   COMPLY WITH NOOSA
                                                                                                                                                   COUNCIL REGULATIONS.
                                                                                                                                                                                                                          PROPOSED STAIRS
                                           RECORD FLOOD LEVEL                                                                                                                                                             EACH SIDE OF JETTY
                                           RL 2.00m AHD.                                                                                                                                                                  TO BUILDERS DETAILS.
                                                                                                                                                                                                                          EXISTING WALL, CONFIRM ON SITE
                                           DECK RL 1.54m AHD.

                                           RL 1.10m H.A.T.                                                                                                                                                                TOP OF WALL
                                                                                                                                                                                                                          RL 1.00 AHD
                                                                                        P1




                                                                                                                             P1




                                                                                                                                                        P1




                                                                                                                                                                             P1




                                           RL 0.44m AHD
                                                                                                                                                                                              P1




                                                                                                                                                                                                                          EXISTING
                                                                                                                                                                                                                          REVETMENT WALL




                                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                      P1
                                                             SEABED
                                                                                                                                                                                                                          STONE PITCHING                                                 SEABED
                                                                               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: 1288
                                                                                                                                                             SHARED JETTY ON BOUNDARY
                                                                                                                                                                                                             Long View                                                 PROPOSED NEW JETTY, ON SHARED BOUNDARY SITE PLAN, FRAMING PLAN, ELEVATIONS
                                                                                                                                                                                                                                                                       8 RAVENWOOD DRIVE, & 11 KEY COURT, NOOSA HEADS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                              L              Consulting Engineers Pty. Ltd.
                              REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                                      Address: 8 RAVENWOOD DRIVE,
USE IS GRANTED UNDER THE                                                                                                                                     & 11 KEY COURT, NOOSA HEADS
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL               2   CONSTRUCTION ISSUE                                   C2            F.M.                                        LOT 160 ON N.218.59 &            V              Post:
                                                                                                                                                                                                             ABN:
                                                                                                                                                                                                                       PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                       98 867 060 985
                                                                                                                                                                                                                                                                      DRAWN
                                                                                                                                                                                                                                                                                 S.T.
                                                                                                                                                                                                                                                                                        CHECKED
                                                                                                                                                                                                                                                                                                   F.M.
                                                                                                                                                                                                                                                                                                           APPROVED        DATE
                                                                                                                                                                                                                                                                                                                              22/06/2020
                                                                                                                                                                                                                                                                                                                                             SCALE BAR                            DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                         1:200, 1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                               A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                                                    LOT 169 ON N.218.58                             Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                1   CONSTRUCTION ISSUE                                   C1            F.M.                                        Client: MICHAEL & HUGH ENGLISH                  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                     20.001-002                            S03                  C2