Engineering plans · MCU22/0207

                    JETTY NOTES                                                                                                                                  300
                                                                                                     Dia 315
NOTES
Design Wind Velocity 49 m/s
Berthing Velocity and Hydraulic Loadings 0.75 m/s
                                                                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




Live Load - 2.0kPa to Deck                                                                                                                                                                                                            LTD

All work shall be carried out in accordance with
                                                                                                                                                                                                                                                                   RPEQ 4928
the relevant Australian Standards                                                                                                                                                                                  OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

                                                                                                                                                                                                                  THIS DRAWING REMAINS THE PROPERTY OF
Timber                                                                                                                                                                                                            LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                      uPVC Permanent                                                                                                THE SOLE USE OF THE CLIENT. NO PART
All Timberwork shall comply to AS1720 and be                                                          casing                                                                                                      MAY BE USED IN PART OR WHOLE WITHOUT
F14 hardwood durability 1 or CCA treated.                                                                                                                                                                            PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD
Fasteners shall be Grade 304 Stainless Steel.                                                                                                                                                                     CLIENT AND PROJECT DESCRIPTION
                                                                                                                                  N12 at 200 CRS
Concrete                                                         Pile reinforcement                                                                                                                                NOOSA OWN BUILD.
                                                      6-Y20 for protected locations                        Bed Level
All Concrete work shall comply with AS3600             6-Y24 for exposed locations                                                                                                                                 PROPOSED ALTERATIONS
                                                                                                                                                                                               10 mm Abelflex
                                                                                                                                                                                                                   24 WESLEY COURT




                                                                                                                                                 1200
Exposure Classification "C"                                                                                                                                                                    or similar
Minimum Concrete Strength - 50 MPa at 80 slump                                                                                                                                                                     NOOSA HEADS
                                                                                                                                                                                      Existing Revetment Wall
Poured, compacted and cured in accordance
with the Australian Standard.
30 mm minimum cover to all reinforcement                                                                                                                                                                          DRAWING TITLE
with uPVC cover (i.e. piles)                                                                                                                                                                                       TYPICAL FOUNDATION
                                                                                                                                                                                                                   DETAILS




                                                                           3000 MIN
                                                                                                                               BED LEVEL -4.00
Steel
All Steelwork shall comply with AS4100 and shall be                                                                                                                                                               SCALES
hot dipped galvanised.
All welds shall be 8 mm Fillet weld

Alumimum
All Alumimum shall be in accordance with AS1664                                                                                                                LAND ANCHOR DETAIL
                                                                                                                                                                       SCALE 1:20
Alumimum shall be grade 6061 T6
All welds shall be 4 mm fillet welds using                         TYPICAL PILE CONNECTION DETAIL
                                                                                      Not to scale                                         FILL SIDE                            NON-FILL SIDE                     SURVEY DATUM
Alloy 5356 filler.
Provide 2 Layers of alcor between aluminum                                                                                                                                                Steel Column             .
and concrete surfaces.                                                                                                                                                                            NS
Provide 2 coats of zinc chromate between                                                                                                                                                                          ASSOCIATED CONSULTANTS
stainless steel and aluminium surfaces                                                                                                  Uncontrolled Fill




                                                                                                                                                                                          1500 mm MIN
                                                                                                                           Natural Surface
                                                                                                                       (undisturbed ground)

                                                                                                                                                                                                                 REVISION LIST
                                                                                                                                                                                                                 A ORIGINAL ISSUE                                     28/08/19
                                                                                                                            300                                                                                  B

                                                                                                                                  MIN
                                                                                                                                                                                                                 C




                                                                                                                                                                                    150
                                                                                                                                                            DIA 450 mm                     150 SQ x 8mm
                                                                                                                                                                MIN                        Base plate

                                                                                                                                        TYPICAL MAIN POST PAD FOOTING DETAIL - PF1                              Computer File

                                                                                                                                                                                                                DRAWING NUMBER
                                                                                                                                                                                                                                                  220632FD.DWG
                                                                                                                                                                                                                                                                   SHEET   REV.

                                                                                                                                                             Not to scale                                                                          22-0632-F4        4 A