20.001-003 Construction Issue C5_SARA Revisions

                                                                                                                                                                                                                                                                                                                                                                                      NOTES:




                                                                                                                                                           73°50'40"
                                                                                                                                                            30.410
                                                                                                                                                                                                                                                                                                                                                                                    1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                     LOT:    23                                                                                                                                                                                        CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                                      LOT: 21
                                                                                                                                                                                     RP:     N10576                                                                                                                                     DO NOT FIX JETTY
                                                                                      RP:   N10576



                               261°48'
                               30.425
                                                                                                                                                                                                                                                                                                                                        TO EXISTING                                  2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                      AREA: 621 m²
                                                                                                                                                                                                                                                                                                                                        REVETMENT WALL                                  THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
 LOT:     22                                                                                                    ~17360                                                                                                                                                                         EXISTING
 RP:      N10576                                                                                                                                                                                                                                                                                                                                                                        "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                                                                                                                                                                                                                                                                               REVETMENT




                                                                                                                                                                                                                                           1000
                                                  ~3660                                                                                      5.675                                                                                                                      1500
                                                                                                                                                                                                                                                                                               WALL                                                                                 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                                                            164°49'
                                                                                                       9.140                                                                                                                                                                                                                                                                           MARINE GRADE 316.
                                                       7.715                                          166°27'
                                                      171°52'                                                                                                                                                                                                                                                                                                                          ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                                                                                                       AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.




                                                                                                                                                                                                                                                                  P1
                                                                                                                    REFER TO ELEVATION                                                                                                                                  B1
                                                                                                                                                           3000




                                                                                                                                                                                                                                                                                  P1
                                                                                                                    FOR H.A.T. AT                                                                                                                                                                                                                                                     4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH




                                                                                                                                                                                                                                           2424
                        3000
                                                                                                                    REVETMENT WALL                                       1500                                                                                                                                                                                                            AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                            1500                                                                                                J1                                                     HANDRAIL TO DETAIL.
                        1500        1500                                                                                                                                                                                                                                                                               RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                                                                                                                                    5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                                                                                                                                                                                                                       COMPLY WITH NOOSA




                                                                                                                                                                                                                                                                  P1




                                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                                                                                                       COUNCIL REGULATIONS.




                                                                                                                                                                                                                                                                                       8207
                                                                                                                                                                                                                                                                        B1                                                                                                          6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.




                                                                                                                                                                                                                                           2424
                                                                           1500                                                                                                                                                                                 J1                                                                                                                     ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                                  P1
              12000




                                                                                                                                                                                                                                                                                                                       MILLBOARD DECKING
                                                                                                                                                                                                                                                                                                                                                                                    7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.




                                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                                                        B1                                             BY OTHERS
                                                                                                                                                                                                                                                                                                                                                                                       FLOOD LEVEL RECORD FROM BOM DATA.




                                                                                                                                                                                                                                           2424
                                                                                                                                                                                                                                                                                                                       FIXED TO MANUF. SPEC.




                                                                                                                                                                        PROJEC
                                                                                                                                                                         BOUNDA
                                                                                                                                                                                                                                                                J1




                                                                                                                                                                                       WAA
                      WAA




                                                WAA




                                                                                                                                                                                                                                                                        B1                    35                                                                                      JETTY LOADING CRITERIA:




                                                                                                                                                                 WA A
                                                                                                                                                                                                                                                                                                   00                  KAYAK STEP




                                                                                                                                                                               TED




                                                                                                                                                                                                                                                                       P1

                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                RY
                                                                                                                                                                                                                                                                                                                       TO DETAIL.
                                                                                                                                                                                                                                                                                                                                                                                      JETTY LIVE LOADS:                   = 2.0 kPa




                                                                                                                                                                                                                                           2420
                                                                                                                                                                                                                                                                                    B2
                            PROJECTED




                                                                                                                                                                                                     23 400
                            BOUNDARY




                                                                                                                                                                                                                   ALUMINUM SEAT                                                                                                                                                    MOORED VESSEL (MAX.)




                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                               B3
                                                                                                                                                                                                                   TO DETAIL                                                                            P1                                                                           LENGTH:                              = 5.0m
                                                                                       1500




                                                                                                                                                                                                                                           1200




                                                                                                                                                                                                                                                                                                              1200
                                                                                                                                                                                                                                                                                              J1
                                                                                                                                                                                                                                                                                                                                                                                     WEIGHT:                              = 1500 Kg.
                                                                                                                                                                                                                                                                                   B2                                                                                                BERTHING VELOCITY:                   = 0.5m / Sec.
                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                  P1
                                                  3900                   4100                                                                                                                                                                              150                    3800




                                                                                                                                                                                                                                                                                                              TYP.
                                                                                                                                                                                                                                                                                                              150
                                                                                                                                                                                                                                                           TYP.
                                                                                                                                                           FISH
                                                                        FISH
                                                                                                                                                                                                                                                   EXISTING JETTY FRAMING PLAN
                                                                                                                                                                                                                                                   1:100
            10800




                                                                                                                                                                                                                                                   FRAMING SCHEDULE
                                                                                                                                                                                                                                                   PIERS:
                                                                                                                                                    8000
                                8000




                                                                                                                                                                                                                                                    P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                                                                                                                                                                   BEAMS:
                                                                                                                                                                                                                                                    B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                    B2 - 225 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                    B3 - 2/225 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                   JOISTS:
                                                                                                                                                             WAA                                                                                    J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                     IDOR
                                                                                                                                                            ION CORR
                                                                        WAA                                                                         NAVIGAT                                                                                        ALL EXPOSED TIMBER SHALL BE H6 TREATED.
                                                                NAVIGATION CORRIDOR




                                                                                                        NOOSA RIVER                                                                                                                                                                                                                                        DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                                                                           TO EXISTING
                                                                                                                                                                                                                                                                       HANDRAIL TO DETAIL.                                                                 REVETMENT WALL
                                                                                                                                                                                                                                                                       RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                       COMPLY WITH NOOSA
                                                                 JETTY SITE & WATER ALLOCATION PLAN                                                                                                                                                                    COUNCIL REGULATIONS.                                                                    TOP OF WALL
                                                                 1:100                                                                                                                                                                                                                                                                                         RL 1.20m AHD
                                                                               N




                                                                                                                                                  DECK
                                                                                                                                                  RL 1.20m H.A.T.
                                                                 LEGEND
                                                                                                                                                  RL 0.42m AHD




                                                                                                                                                                                                                                                                                                                                        P1
                                                                 WAA      DENOTES PROPOSED WATER ALLOCATION AREA
                                                                                                                                                                                                      P1




                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                   P1




                                                                                                                                                                                                                                                                   P1




                                                                                                                                                                                                                                                                                                             P1
                                                                          BASED ON EPP/2016/2088.V.5.01 RULES                                                                                                                                                                                                                                                  EXISTING
                                                                                                                                                                                                                                                                                                                                                               REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                                                                                                            P1(b)
                                                                                                                                                                                                                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                                                                                                                                                                                                                                         P1
                                                                 AWAA     DENOTES ADJACENT PROPERTY WATER                                                                                                                                                                                                                                                      STONE PITCHING
                                                                          ALLOCATION AREA PRESERVED.                                                                                                                                                                                                                                                                                        SEABED
                                                                                                                                                                           SEABED
                                                                 FISH     DENOTES FISH HABIT MANAGEMENT AREA
                                                                                                                                                                                              TYP.




                                                                                                                                                                                                                                                                                                                                                                                                       TYP.
                                                                                                                                                                                              3000




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




© THIS DRAWING IS PROTECTED                                                                                              ASSOCIATED CONSULTANTS                                                                                                                                                    PROJECT                                                                             DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
                                                  5
                                                  4
                                                       CONSTRUCTION ISSUE
                                                       CONSTRUCTION ISSUE
                                                                                                 C5
                                                                                                 C4
                                                                                                            F.M.
                                                                                                            F.M.
                                                                                                                                                           NOOSA JETTY BUILDERS
                                                                                                                                                           JoB No: 1291
                                                                                                                                                           Address:
                                                                                                                                                                                                                                   Long View                                                        PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                                                    43 WYUNA DRIVE, NOOSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                                                                         SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                                                     L             Consulting Engineers Pty. Ltd.
                                    REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                                    43 WYUNA DRIVE, NOOSAVILLE.
USE IS GRANTED UNDER THE
                                                  3    CONSTRUCTION ISSUE                        C3         F.M.                                           LOT 21 ON N1057.6
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                       2    CONSTRUCTION ISSUE                        C2         F.M.                                           Client: IAN MARTIN                                        V             Post:
                                                                                                                                                                                                                                   ABN:
                                                                                                                                                                                                                                             PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                             98 867 060 985
                                                                                                                                                                                                                                                                                                   DRAWN
                                                                                                                                                                                                                                                                                                                     S.T.
                                                                                                                                                                                                                                                                                                                            CHECKED
                                                                                                                                                                                                                                                                                                                                      F.M.
                                                                                                                                                                                                                                                                                                                                             APPROVED                DATE
                                                                                                                                                                                                                                                                                                                                                                        19/10/2020
                                                                                                                                                                                                                                                                                                                                                                                       SCALE BAR                                      DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                                                                                                                          Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                        1    CONSTRUCTION ISSUE                        C1         F.M.                                                                                                                   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                      20.001-003                                    S03                  C5