Negotiated Approved Plans MCU26-0064 & OPW26-0093 · MCU26/0064

           SITE CLASSIFICATION:
           The site classification for this block, based on the attached soil         All footings to be founded on STIFF CLAYS or DENSE SANDS
           report, is Class 'N/A' as per AS2870. 'Residential Slabs and Footings'.    with an allowable bearing capacity of 100kPa. Engineer to be
                                                                                      on site during excavation to confirm founding material and
                                                                                      bearing capacity.
                                                                                                                                                                                                                                                                                   NOOSA COUNCIL
           EARTHWORKS:
           1. Prepare the existing foundation below by removal of any top-soil
                                                                                                                                                                                                                                                                                   APPROVED PLAN
               containing organic matter which could inhibit compaction                                                                                                                                                                                                         MCU26/0064 & OPW26/0093
           2. Proof roll the foundation and remove and reconstruct areas that
               break up or show evidence of movement under proof loading.                                                                                                                                                                                                             12 OCT 2026
           3. Sand filling under slabs or footings shall be placed in 200mm
               max layers, (Uncompacted), Compacted in accordance with AS1289
               E5.1 (Density to be greater than 65% in accordance with AS1289 E6.1)
           4. Fill material other than sand (ie gravel, decomposed rock or
               broken rock, free from organic material and lumps of clay) under
               slabs or footings to be compacted to achieve an density ratio
               (calculated by AS1289 E4.1) of not less that 95% at maximum
               dry density as determined by AS 1289 E1.1
               Alternatively fill is to be placed an machine track rolled and piers
               drilled/installed as per the layout plan. Compaction testing is then
               not required due to the presence of supporting piers.
           5. All Earthworks to be carried out in accordance with AS 3798                                                                                                                                                                                                                     315 outer diameter tube.
           FOOTINGS:                                                                                                                                                                                                                                                                          Filled with concrete, N50/20.
           1. All footings are to be deepened through any soft spots and bear                                                                                                                                                                                                                 Provide 6/N12 bars
               a minimum of 300mm into Recommended Founding Material with                                                                                                                                                                                                                     and R10 helix with 150mm pitch.
               a minimum bearing capacity of 100kPa
           2. Construct footings under all load bearing walls
           SITE MAINTENANCE:
           1. Finished ground surface must be shaped to direct water away
              from building area in accordance with the BCA requirements.
              Refer to attached CSIRO BTF18: Foundation Maintenance and
              Footing Performance and Homeowners Guide for further Guidance                                                                                                                                                                                                                                                                                                      Approx Broadwater Bottom
              on site Maintenance

           GENERAL:




                                                                                                                                                                                                                               undary
           1. These drawings are to be read in conjunction with HR Design Group
               Specification FS.01.




                                                                                                                                                                                                                    Property Bo




                                                                                                                                                                                                                                                                                                                          TBC by specialist contractor
                                                                                                                               P1                    Step by Others

                                                                                                                                                                          Denotes 315Ø jetted concrete piles
                                                                                                                                                                          to achieve minimum working loads:
                                                                                                                                                                          Vertical load capacity - 21kN
                                                                                                                                                                          Horizontal load capacity - 4kN

                                                                                                                                             P1

                                                                                                                                                                                                                                                                                              Pile depth to be confirmed with
                                                                                                                                P1                    P1                   P1                               P1                                                                                specialist contractor and install piles
                                                                                                                                                                                                                                                                                              achieve minimum working loads:
                                                                                                                                                                                                                                                                                              Vertical load capacity - 21kN                              315mm Ø
                                                                                                                                                                                                                                                                                              Horizontal load capacity - 4kN
                                                                                                                                Denotes line of                                                                                                                                               Confirm depth with engineer
                                                                                                                                deck over                                               Existing revetment wall                                                                               prior to construction
                                                                                                                                                                                                                                                                                                                                             P1 - 315Ø PILE REINFORCEMENT




                                                                                                                                                                                                                                                                                                                                                                     65mm
                                                                                                                                                                                                                                                                                              315 outer diameter tube.
                                                                                                                                                                                                                                                                                                                                                                     cover
                                                                                                                                                                                                                                                                                              Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                              Provide 6/N12 bars
                                                                                                                                                                                                                                                                                              and R10 helix with 150mm pitch.



                                                                                                                                                                                                                                                                                                                                                         315mm Ø




  FOR OVERALL DIMENSIONS OF SLAB AND FOOTINGS, REFER ARCHITECTURAL DRAWING
             Issue    Made By      Date          Description                                           PROPOSED NEW JETTY                                                                                                                                                                    Scale : 1:100                                                           NOTES:
             A        EH           01/09/26      Issue for construction
                                                                                                       at LOT 625 (#18) MASTHEAD QUAY, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                             Job No.: 26-0512                                                        1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                     2. Scale is correct at A3.
                                                                                                       BUILDER: PONTOON WORKS
                                                                                                                                                                                                                                                                                             Dwg No.: S02                                                            3. Check and verify all dimensions
                                                                                                       Designed By : E. HILLS                                           Drawn By : EH       Date : 01/09/26                                                                                                                                                            prior to commencement of work.
                                                                                                       Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                       Date : 01/09/26       Ph: (07) 5444 5578    Email: [email protected]                FOOTING LAYOUT & DETAILS