20.001-024 43 The Anchorage_Construction Issue_[C1]B

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

                                                                                                                                                                                                                                                                                                                                                                     2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH




                                                            °4 2
                                                                  0"
                                                                                                                                                                                                                                                                                                                                                                        THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY




                                                          33 9.14
                                                               6'2
                                                                                                                                                                                                                                                                                                                                                                        "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                             3
                                                                                                                                                                                                                                                                                                                                                                    3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
                                                                                                                                                                                                                                                                                                                                                                       MARINE GRADE 316.
                                                                                                                                                                                                                                                                                                                                                                       ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                         LOT:    793
                                                                                                                                                                                                                                                                                                                                                                       AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                         RP:     910421
                                                                                                         AREA:   771 m²                                                                                                                                                                                                                                               4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                                                                                                                                                         AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                   30 8.32
                                                                     0°1 4
                                                                        9'4                                                                                                                                                                                                                                                                                         5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                            5"
                            DA ED




                                                                                                                                                                                                                                                                                                                                                                    6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                               RY
                          UN CT




                                                                                                                                                                                                                                                                             DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                                                                                       ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                        BO OJE




                                                                                                                                                                                                                                                                             TO EXISTING
                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION WORKS.
                         PR




                                                                                                                                                                                                                                                                             REVETMENT WALL




                                                                                                                                                                             25"
                                                                                                                                                                     197 .007
                                                                                                                                                                        °09'
                                                                                                                                                                                                                                                                                                                                                                    7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.




                                                                                                                                                                       41
                                                                                                                                                                                                                                                                                                                                                                       FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                                                                                                                                             EXISTING




                                                                                                                                                                                                                                                                                                           1000
                                                                                                                                              8300
                                                                                                                                                                                                                                                                                                                             REVETMENT                              8. C.O.S. DENOTES CONFIRM ON SITE.
                                                           DEMOLISH EXISTING                                                              16                                                                                                                                                                                 WALL
                                                           JETTY RETAIN PILES                                                           286° .702
                                                                                                             1500                           47'3
                                                           WHERE PRACTICABLE                                                                     5"
                                                           AND COMPLIANT WITH                                                                                                                                                          HANDRAIL TO DETAIL.                                B1
                                                           NEW DESIGN                                                                                                                                                                  RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                                                                                                                      JETTY LOADING CRITERIA:




                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                         P1
                                                 12                                                                                                                                                                                    COMPLY WITH NOOSA
                                                   13




                                                                                                                                                                                                                                                                                                           2550
                                                      5                                                                                                                                                                                COUNCIL REGULATIONS.                                           J1
                                                                                                                                                                                                                                                                                                                                                                      JETTY LIVE LOADS:           = 2.0 kPa
                                                                                                                                                                                                                                                                                                                             RE-USE EXISTING PILES




                                                                                                                           0
                                                                                                                                                                                                                                                                                          B1
                                                                                                                                                                                                                                                                                                  P1




                                                                                                                          1000
                                                                                                                                                                                                                                                                                    P1
                                                                                                                                                                                                                                                                                                                             IF IN GOOD CONDITION                   MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                       DECKING & FIXING                                                                      AND POSITIONED PER                      LENGTH:                      = 5.0m
                                                                                                                                              EXISTING 9.5m x 3.5m                                                                                                                                    J1                     NEW DESIGN. CONSULT




                                                                                                                                                                                                                                                                                                           2550
                                                                                                                                                                                                                                       BY OTHERS
                                                                                                  1500




                                                                                                                                                                                                                                                                                                                                                                     WEIGHT:                      = 1500 Kg.
                                                                                                                                              SeaPen                                                                                                                                                                         STRUCTURAL ENGINEER




                                                                                                                                                                                                                                                                                                                  10000
                                                                                                                                                                                                                                                                                                                             FOR APPROVAL                            BERTHING VELOCITY:           = 0.5m / Sec.




                                                                                                                                                      BOU ECTED
                                                                                                                                                                                                                                                                                          B1




                                                                                                                                                             RY




                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                         NDA
                                                                                                                                                          J
                                                                                                                                                      PRO




                                                                                                                                                                                                                                                                                                           2550
                                                                                           7000                                                                                                                                                                                                       J1




                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                          B1
                                                                                                                                                                                                                                                                                                                                                                      FRAMING SCHEDULE




                                                                                                                                                                                                                                                                                           J2
                                                                                                                                                                                                                                                  B1




                                                                                                                                                                                                                                                                                    B1
                                                                                                                                                                                                                                                                      B1
                                                                                                                                                                                                                               1500
                                                                                                                                                                                                                                      1200




                                                                                                                                                                                                                                                                                                           1200
                                                                                                                                 8191
                                                                                                                                                                                                                                                                                                                                                                      PIERS:
                                                                                                                                                                                                                                                                      P1                         P1                                                                   P1 - 200Ø HWD. PIER, H6 TREATED.




                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                      TYP.




                                                                                                                                                                                                                                                                       J1
                                                                                                                                                                                                                                                       J1
                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                      150
                                                                                                                                                                                                                                                                                                      1500                                                            BEAMS:
                                                                                              NOOSA WATERS                                                                                                                            150                   2750            2750          1200         150
                                                                                                                                                                                                                                                                                                                                                                      B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                      TYP.                                                             TYP.                                                           JOISTS:
                                                                                                                                                                                                                                                                      7000                                                                                             J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                                       J2 - 2/150 x 75 F14 HWD. JOISTS, H6 TREATED.
                                                                                                                                                                                                                                                                                                                                                                      ALL EXPOSED TIMBER SHALL BE H6 TREATED.

                                                                                 JETTY SITE PLAN                                                                                                                                                              JETTY FRAMING PLAN
                                                                                 1:100                                                                                                                                                                        1:100

                                                                                  N

                                                                                                                                                                                          HANDRAIL TO DETAIL.
                                                                                                                                                                                                                                                                                           DO NOT FIX JETTY
                                                                                                                                                                                          RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                                           TO EXISTING
                                                                                                                                                                                          COMPLY WITH NOOSA
                                                                                                                                                                                                                                                                                           REVETMENT WALL
                                                                                                                                                                                          COUNCIL REGULATIONS.


                                                                                                                                                                                                                                                                                         TOP OF WALL
                                                                                                                                                                                                                                                                                         RL 1.0m AHD
                                                                                                                            DECK
                                                                                                                            RL 1.0m
                                                                                                                            MAXIMUM WATER
                                                                                                                            RL 0.44 AHD
                                                                                                                                                              P1




                                                                                                                                                                           P1




                                                                                                                                                                                              P1




                                                                                                                                                                                                                  P1




                                                                                                                                                                                                                                                       P1
                                                                                                                                                                                                                                                                                         EXISTING
                                                                                                                                                                                                                                                                                         REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                                                       P1




                                                                                                                                                                                                                                                                                                                                                                                                 P1




                                                                                                                                                                                                                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                         STONE PITCHING                                       SEABED
                                                                                                                                            SEABED
                                                                                                                                                      TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                          TYP.
                                                                                                                                                      3000




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

                                          CONSTRUCTION
© THIS DRAWING IS PROTECTED                                                                                  ASSOCIATED CONSULTANTS                                                                                                                                    PROJECT                                                                                         DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                                                                                                                            NOOSA JETTY BUILDERS
                                                                                                                                            JoB No: 1350
                                                                                                                                            Address:
                                                                                                                                                                                                     Long View                                                             PROPOSED JETTY REFURBISHMENT
                                                                                                                                                                                                                                                                           43 THE ANCHORAGE ,NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                                                            SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                          L          Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                 43 THE ANCHORAGE, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE                                                                                                                     LOT: 793     RP: 910421                                  Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                            Client: M & D FRANCIS                         V          Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                       DRAWN
                                                                                                                                                                                                                                                                                    J.L.
                                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                                           F.M.
                                                                                                                                                                                                                                                                                                                          APPROVED                   DATE
                                                                                                                                                                                                                                                                                                                                                        24/08/2021
                                                                                                                                                                                                                                                                                                                                                                       SCALE BAR                              DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                           1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                           A1 ORIGINAL
                                                                                                                                                                                                     ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                 1   CONSTRUCTION ISSUE                         C1        F.M.                                                                                              Mobile: 0414 681 676
                                                                                                                                                                                                                                                                       DESIGNED                CHECKED                                               RPEQ / Cert.      PROJECT NUMBER                         DRAWING NUMBER              REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                           Email:    [email protected]
ISSUE".                                   No. DESCRIPTION                                REV.      APP.                                                                                              Internet: www.longviewconsulting.com.au                                        F.M.                   F.M.                                               19951                     20.001-024                             S03                   C1