20.001-011 4 Masthead Quay_Construction Issue_C2

                                                                                                                                                                                                                                                                                                                                                                        NOTES:
                                                                                                                                                                                                                                                                                                                                                                      1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
             LOT:      622                                                                                 LOT:    632                                                              LOT:   631                                                                                                                                                                           CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
             RP:       883863                                                                              RP:     883863                                                           RP:    883863
                                                                                                           AREA:   734 m²                                                                                                                                                                                                                                               2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                                           THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY




                                                                 1
                                                                                                                                                                                                                                                                                         DO NOT FIX JETTY




                                                              '15
                                                           39.18
                                                                                                                                                                                                                                                                                                                                                                           "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                          2°48
                                                                                                                                                                                                                                                                                         TO EXISTING
                                                                                                                                                                                                                         EXISTING                                                        REVETMENT WALL                                                               3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED




                                                                                                                                                                                                                                                      1000
                                                                3450                                                   13192                                                                                             REVETMENT                                                                                                                                       MARINE GRADE 316.
                                                                                                                                                                                                                         WALL                                      1500                                                                                                  ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,




                                                                                                                                                             7°21 1
                                                                                                                                                                  '10"
                                                                                                                                                                    5
                                 0.557                                                                                                                                                                                                                                                                                                                                   AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.




                                                                                                                                                               37.6
                                 2°48'15                                                      8.513
                                                              2.970
                                                                     5"                     258°29'35"
                                                            250°17'3                                                                  6.98
                                                                                                                                                                                                                                                                                                                                                                        4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                                                    B1                                          HANDRAIL TO DETAIL.
                                                                                                                                   275° 7                                                                                                                                                                                                                                  AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                       17'0
                                                                                                                                            5"
                                                                                                                                                                                                                                                                   P1          P1                               RIGID HANDRAIL TO
                                                                                                                                                                                                                                                                                                                COMPLY WITH NOOSA                                     5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                                                                                                                                                                                                                COUNCIL REGULATIONS.




                                                                                                                                                                                                                                                      3129
                                                                                     1500                                                                                                                                                                            J1
                                                                                                                                                                         0.410
                                                                                                                                                                         7°21'10"                                                                                                                                                                                     6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.




                                                                                                                                                                                                                                                                                     ~7102
                                           BOU CTED




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




                                                                                                                                                                                                                                                                  2/B1
                                              NDA




                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCTION WORKS.
                                               JE
                                           PRO




                                                                     10000




                                                                                                                                                                                                                                                                                                                                                                      7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                                                                                     J1




                                                                                                                                                                                                                                                      3129
                                                                                                                                                                                                                                                                                                                                                                         FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                         KAYAK STEP
                                                                                                         TO DETAIL                                                                                                                                                                           ~2                                                                       8. C.O.S. DENOTES CONFIRM ON SITE.




                                                                                                                                                    NDA D
                                                                                                                                                                                                                 TREX COMPOSITE                                                                   99




                                                                                                                                                        RY
                                                                                                                                                 BOU JECTE
                                                                                                                                                                                                                 DECKING BY OTHERS                                                                  9




                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                 FIXED TO MANUF. SPEC.                            2/B1              B2




                                                                                                                                                                                                                                                                          P1
                                                                                                                                                 PRO




                                                                                                                                                                                                                                                      2695
                                                                                                                                                                                                                                                                                                                KAYAK STEP
                                                                                                                                                                                                                                                                                                                                                                        JETTY LOADING CRITERIA:
                                                                                                         1500




                                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                                                                                                                          J1                                    TO DETAIL




                                                                                                                                                                                                                                                                                                        1200
                                                                                                                                                                                                                                                                               2/B2
                                                                                                                                                                                                                                                                                                                                                                        JETTY LIVE LOADS:               = 2.0 kPa




                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                             P1
                                                       ~570                                                        4075
                                                           9                        4100                                                                                                                                                             150                       3800                                                                                   MOORED VESSEL (MAX.)




                                                                                                                                                                                                                                                                                                        TYP.
                                                                                                                                                                                                                                                                                                        150
                                                                                                                                                                                                                                                     TYP.                                                                                                              LENGTH:                          = 5.0m
                                                                                                                                                                                                                                                                                                                                                                       WEIGHT:                          = 1500 Kg.
                                                                                                                                                                                                                                                                                                                                                                       BERTHING VELOCITY:               = 0.5m / Sec.


                                                                             N   NOOSA WATERS

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



                                                                                                                                                                                                                         FRAMING SCHEDULE
                                                                                                                                                                                                                         PIERS:
                                                                                                                                                                                                                          P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                                                                                                                                         BEAMS:
                                                                                                                                                                                                                          B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                          B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                         JOISTS:
                                                                                                                                                                                                                          J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                                         ALL EXPOSED TIMBER SHALL BE H6 TREATED.


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


                                                                                                                                                                                                                                                                                                                                                  TOP OF WALL
                                                                                                                                                                                                                                                                                                                                                  RL 1.0m AHD
                                                                                                                                                                                            DECK
                                                                                                                                                                                            RL 1.00m
                                                                                                                                                                                            RL 0.44m AHD
                                                                                                                                                                                                                    P1




                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                 P1(b)




                                                                                                                                                                                                                                                                                                                                                                                                        P1(b)
                                                                                                                                                                                                                                                                                                                                                                                            P1




                                                                                                                                                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                                                                                                                  EXISTING
                                                                                                                                                                                                                                                                                                                                                  REVETMENT WALL
                                                                                                                                                                                                                                                                                                                                                                            SEABED
                                                                                                                                                                                                    SEABED
                                                                                                                                                                                                                                                                                                                                                  STONE PITCHING
                                                                                                                                                                                                             TYP.
                                                                                                                                                                                                             3000




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



© THIS DRAWING IS PROTECTED                                                                                               ASSOCIATED CONSULTANTS                                                                                                                                                   PROJECT                                                               DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                                                                                                                                             NOOSA JETTY BUILDERS
                                                                                                                                                             JoB No: 1320
                                                                                                                                                             Address:
                                                                                                                                                                                                                           Long View                                                                   PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                                                       4 MASTHEAD QUAY, NOOSA HEADS.
                                                                                                                                                                                                                                                                                                                                                                           SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                                             L             Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                                  4 MASTHEAD QUAY,
NAMED HEREIN. EXCLUSIVE                                                                                                                                      NOOSA HEADS.                                                  Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE                    2    CONSTRUCTION ISSUE 2                                C2           F.M.                                         LOT: 632 RP: 883863                             V             Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                                   DRAWN
                                                                                                                                                                                                                                                                                                               S.T.
                                                                                                                                                                                                                                                                                                                      CHECKED
                                                                                                                                                                                                                                                                                                                                F.M.
                                                                                                                                                                                                                                                                                                                                       APPROVED        DATE
                                                                                                                                                                                                                                                                                                                                                          09/03/2021
                                                                                                                                                                                                                                                                                                                                                                         SCALE BAR                                  DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                 1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                A1 ORIGINAL
                                                                                                                                                             Client: ALEX WYER                                             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                       20.001-011                               S03                  C2