SUPERSEDED - Reference Documents - MCU25 0079

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RT H




                                                                                                                                                                                                                                                                                                                                                                                                                                           CLI EET
                                                                                                                                                                                                                                                                                                                                                                                                                                           STR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N O




                                                                                                                                                                                                                                                                                                                                                                                                                                              PPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Real Property Description
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Lot 83 on R.P. 132135
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Area :      920.45 m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Site Cover : 44.7 %




                                                                                                                                                                                                                                                                                                                                                                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           25.5% (House)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           19.2% (Triplex)
                                                                                                                                                                                                                                                                                                           1.5m (Max) Retaining Wall on Boundary with 1.8m fence over                                                                                                     Local Authority :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Noosa Shire Council.




                                                                                                                                                                                                                                                                                                                                                    2180
                                                                                                                                                                                                                                                                                                                                                              Visitor Park                 5896
                                                                                                                                                                                                                                                                                                                                                                                                  ack
                                                                                                                                                                                                                                                                                                                                                                                        Min. Setb                                                              Proposed Setback Relaxation
                                                                                                                                                                                                                                                                                                                                                                                                    Setback
                                                 ET




                                                                                                                                                                                                                                                                                                                 2186                                                                       equir d
                                                                                                                                                                                                                                                                                                                                                                                                 e                                                             Orange hatch indicates area requiring




                                                                                                                                                                                                                                                 Retaining Wall height 2.8m (Max.) with 2.0m fence over
                                                                                                                                                                                                                                                                                                                                                                                    6000 - R
                                                                                                                                                                                                                                                                                                                                                                                                                                                               a front boundary setback relaxation.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Area : 0.32m2




                                                                                                                                             2.5°
                                            TRE




                                                                                                                                                                                            Raised
                                                                                                                                                                                            Terrace
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Proposed Driveway
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Location and size to be verified on site.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Driveway construction to be in accordance with
                                       A S




                                                                                                                                                                                                                                                                                                                                                                                                                                                               SEQ R0-050, estate and local council regulations.
                                                                                             Gate




                                                                                                                                                                                              5.0°
                                                                                                                                                                                                                                                                                                                                                                                                                                                               (Exposed aggregate)

                                                                                                                                                             5.0°                                                                                                                                                                                                                                                                                                       4 x Letterboxes
                                  TUR




                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                 3 x Unit boxes - 1 x Body Corp.
                                                                                                                                                                                                                                                                                                                                                                                                  1009
                                                                                                                               2.0°




                                                                                                                                                                                                                                                                                                                                                                                                         y
                                                                                                                                                                                                                                                                                                                                                                                                    Verif             4712                                              Existing pool to be completely
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        demolished and filled in.
                                                                                                                                                                                                3.0°
                             VEN




                                                                                                                                                                                                                                                                                                                                                                             1991
                                                                                                                                                                                                                                                                                                                                                                                                       ge
                                                                                                                                                                                                                                                                                                                                                                                          Bin S tora
                                                                                                                                      2.0°




                                                                                                                                                                                                                                                                                                          Gate
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Proposed Triplex
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Builder to ensure surface water is to fall
                                                                                                                                                                                                                                                                                                                                                                                                                                                               away from the proposed building and
                                                                                                                                                                                                                                                                                                                                                                                                                                                               prevent pooling in excavated locations.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Approximate Pad RL 30.9m
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Approximate FFL RL 31.2m
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Location and size to be verified on site.

                                                                                                                                                                                                                                                                                                                                                                                                                                                             Stormwater Note
          Proposed Main Residence                                                                                                                                                                                                                                                                                                                                                                                                                            All stormwater drainage shall be in accordance
          Builder to ensure surface water is to fall                                                                                                                                                                                                                                                                                                                                                                                                         with A.S. 3500.3.
          away from the proposed building and
          prevent pooling in excavated locations.                                                                                                                                                                                                                                                                                                                                                                                                            All stormwater drainage shall be in accordance
          Approximate Pad RL 33.7m                                                                                                                                                                                                                                                                                                                                                                                                                           with S.C.R.C. guidelines to minimise erosion
          Approximate FFL RL 34.0m                                                                                                                                                                                                                                                                                                                                                                                                                           and scouring. Stormwater flow other than
          Location and size to be verified on site.                                                                                                                                                                                                                                                                                                                                                         Climate Code Requirements                        natural overland flow shall not be discharged
                                                                                                                                                                                                                                                                                                                                                                                                            Energy efficiency assessor to confirm            onto neighbouring property.
                                                                                                                                                                                                                   PROPOSED SITE PLAN                                                                                                                                                                       adequacy of proposed construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                             All stormwater drainage design is preliminary
                                                                                                                                                                                                                   Scale : 1 : 200                                                                                                                                                                          Provide insulation to N.C.C. code requirements
                                                                                                                                                                                                                                                                                                                                                                                                            or to BERS certification requirements.           and shall be confirmed by a licenced hydraulics
                                                                                                                                                                                                                                                                                                                                                                                                                                                             designer.



                                                                                                                           Revision Schedule                                                                           Client Name:                                                                                     RLH Homes
                                                                                                                                                                                                                                                                                                                                                                                                                       Sheet Number: U02                         Project Number:21-038
                                                                                        Revision Number                    Revision Description                     Revision Date                    Issued by         Project Address:            4 Ventura Street, Sunrise Beach
                                                                                                                                                                                                                       Climate Zone:               2
                                                                                                                                                                                                                       Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                       Site Plan
   Email: [email protected]
   Website: www.iconbuildingdesign.com.au                                                                                                                                                                              Project Issue Date:         11/01/2024                                                                                                                                                          Project Status:       PCD 19                                     Scale: As indicated
   Phone:Set
           0488209840                                                                                                                                                                                                  Checked/Signed By Director: Bradley Hunt                                                                                                                                                        Drawn By:             Aaron Waters                               QBCC LIC# 126221
Document      ID: 23959990
Version: 1, Version
    C COPYRIGHT      Date:and23/07/2025
                The Drawing   the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.