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Flood report · MCU26/0104

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Botto




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Last Published: Wednesday, 8 July 2026 3:12 PM
                                                                                                                                                                                                                                                                                                                                            2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                  138,240 WALL
                                                                                                                                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER TO PAGE 2 FOR ALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              m of
                                                                                                                                                                                                                                                                                                                                                                                                        137,790 OMP



                                                                                                                                                                                                                                                                                                                                                                                                                                                 Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Stake
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NGL 2.800                                                                                                                                               SITE PLAN NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FILL 0.365
                                                     0.6
                                                           0                                                                                                                                                                                                                                                                                             NGL 2.736




                                                                                                                                              Found
                                                                                                                                              Stake
                                                                                                                                   8
                                                                                                                             2.1                                                                                                                                                                                                                             FILL 0.429                                                                                  2.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                            NGL 2.697




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                                                                  2.7
                                                                                                                                                                        2.5                                                                                             6
                                                                                                                                                                              5                                 FILL 0.468




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6
                                                                                                         nk




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                      6
                                 0.                                                                  f Ba
                                                                                                                                                           NGL 2.674
                                                                                                    o




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.64
                                                                                                p                                                                                                     2.6
                                                                                              To
                                                                                                                                                                       FILL 0.491                           9

                                                                                                                                                                                                                                                                                                                                                                                                                        2.7
                                                                                                                                                                                                                                                                                                                                                                                                                              7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             53,877 OMP




                                                                                  9
                                                                                 2.2
                                                                                                                2.6
                                                                                                                      7
       0.61




                                                                                                                                                                                                                                                                                    2.6                                                                           2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.87
                                                                                                                                                                                                                                                                                                                                                                                                                                   2.8
                                                                                                                                                                                                                                                                                          5                                                                             9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             54,329 WALL
                                                                        AIR CONDITIONING UNIT
                                                                                                                                                                                                                                                                                                                                         APPROX. LOCATION OF SOLAR PANELS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                   2.7                                                                                                                                                                                                                   2.8
                                                                          HOT WATER SERVICE                                                                                                                                              2                                                                                                                                                                                                                     8
                                                                                                                                                         2.7                                                                                                                                                                                                                                                                                                                 SOLAR INVERTER
                                                                 2.66




                                                                             160,204 WALL                                                                      7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                            PAD RL
                                                                   LPG MOUNTING BRACKET
                                                                   AND CONCRETE2 PAD FOR                                                                                                                                                                                             FILL                                                                                                                              GROUND
                                                                                 .68
                                                                  EXCHANGE BOTTLES   ONLY                                                                                                    3.165                                                                                                                                                                             2.7
                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                      (BOTTLES BY OWNER)
                                                                                                                                                                                                                                                                                                                                                                                                                      FLOOR FFL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.69
                                                                                 159,752 OMP                                                                                                                                                                                                                                                                                                                            3.550
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3-PHASE 30-POLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          METER BOX




                                                                                                                                                                   2.8
                                                               SEDIMENT CONTROL FENCE
                                                                                                                                                          APPROX. DRIVEWAY                                                                                                                2.8
                                                                           2.6




                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NGL 2.710
       0.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.68
                                                                                                                                                             BY OWNER
                                                                            3
         3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FILL 0.455
                                                                                                                                                          TOTAL AREA: 168m²
                                                                                        NGL 2.641
                                                                                                                6,000
              Bo




                                                                                                                                                            TO BDY: 168m²
                tt




                                                                                            FILL 0.524                                                                                                               2.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 1
                  om




                                                                                                                                                                                                                                                                                                                                                                                                                                                    Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Stake
                                                                                                                                                                                                                           5
                    of




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4,0
                                                                                                2.5
                       Ba




                                                                                                                                                         Found
                                                                                                                                                         Stake
                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              00
                         nk




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9

                                                                                                                                                                                  2.8
                                     0.64




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          79177M
                                                                                                                                                                                        3


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                            2.7
                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                   NGL 2.833




                                                                                                                                                                                                                                                                                                                                                         ALL
                                                                                                                                                                                                                                                                                                                            NGL 2.780




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                         FILL 0.332
                                                                                                                                                                                                   NGL 2.840                                                                                                                                                                                          NGL 2.727




                                                                                                                                                                                                                                                                                                                                                                                                                                                         11,25
                                                APPROX. LOCATION OF 10,000LT




                                                                                                                                                                                                                                                                                                             ORCH
                                                                                                              2.56




                                                  WATER TANK BY OWNER FOR                                                                                                                             FILL 0.325                             NGL 2.811                                                                               FILL 0.385




                                                                                                                                                                                                                                                                                                                                                      175,177 W
                                                                                                                                                                                                                                                                                                                                                                                                            FILL 0.438
                                               BUSHFIRE PURPOSES. LOCATION




                                                                                                                                                                                                                                                                            MP
                                                                                                                                                                                                                                              FILL 0.354                                                         2.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.64
                                                                                                                                                                                                                                                                                                                       8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16,5
                                                 TO BE CONFIRMED BY CLIENT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                        173,636 O


                                                                                                                                                                                                                                                                                                    174,019 P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.63
                                                                                                                                                                                                                                                                                                                                                                                                         APPROX LOCATION 2x 30,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           00
                                                                                                                                                                                                                                                                                                                                                                            15,000
                                                                                                                                                                                                                                                                                                                                                                                                        LITRE IN-GROUND CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                      RAINWATER TANK (BY BUILDER)
                                                                                                                                                                                                                               2.8
                                                                                                                                                                                                                                     3
         DRIVEWAY GRADIENT:
         THE BOUNDARY CONTOURS AS SHOWN ON                                                                                                                                                                                                                                                                                                                                                                                                               2.7
                                            0.61




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                           2.7
         NOOSA MAPPING SHOWS RL OF 2.0. WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\504700 files\504723 - Billing\Plans\504723 Billing_AC29.pln
                                                                                                                                                                   5
         A PAD LEVEL OF 3.165 OVER A DISTANCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                              2.6
                                                                                                                                                                                                                                                                                                                                                                                    6                                                                                                                                              16.5LM TUNNEL
         OF 173.636 METERS COMPLIES.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TRENCHING BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                              APPROX. LOCATION OF
                       6
              0. CALCULATION:
                                                                                                                                       39,051 DRIVEWAY




         DRIVEWAY                                                                                                                                                                                                                                                                                                                                                                                                         HSTP. LOCATION TBC UPON
                                                                                                                      2.59
                     0.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                           RECEIPT OF HSTP REPORT
0.63
         HOUSE RL : 3.550
         BOUNDARY RL- FROM NOOSA MAPPING: 2.000                                                                                                                                                                                                                                                        2.7
                                                                                                                                                                                                                                                                                                             7
         DISTANCE 173.636m
         SLOPE: 5DEG
              0.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TBM 3 N



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.48




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                12
                                                                                                                                                                                                                      2.7
                                                                                                                                                                                                                               7
                    1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SUBJECT TO NCC 2022




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ail
                        1.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9                                                                                                                                (1 MAY 2024)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    in Dum
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 2.7
                                                                                                                                                           2.6                                                                                                                                                                                                                                                                                                                                                                                                                                                    WATERPROOFING & PLUMBING
                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONDENSATION MANAGEMENT
                               1.2




                                                                                                                                                                                                                                                                                              PROPOSED SUB-SURFACE IRRIGATION                                                                                                                                                                                                                                                                                      7-STAR ENERGY EFFICIENCY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            py
                                                                                                                                                                                                                                                                                                  AREA - 240 SQM (20 X 12M)                                                                       2.6                                                                                                                                                                                                                   LIVABLE HOUSING
                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                  AS PER REPORT BY ONSITE
                                                                                                                                                                                                                                                                                              WASTEWATER DESIGN DATED 07/07/26
                                                                                                                                                         TBM 1 N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPROX. LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PLAN ACCEPTANCE BY OWNER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       U/G Pow
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PRIVATE TIMBER LEAD-IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    POLE (BY OWNER).
                                                                                                                                                                                                                                                                                                                           2.7                                                                                                                                                                                                                                                                         SIGNATURE:                          DATE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.4
                                                                                                                                                                                                                                                                                                                                 6                                                                                                                                                                              EXACT LOCATION TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONFIRMED ON SITE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            To




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.79
                                                                                                                                                                ail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              er




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                of
                                                                                                                                                               in Dum




                                                                                                                                                                                                                                              2.7
                                                                                                                                                               2.696 RpLy




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SIGNATURE:                          DATE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ba
                                                                                                                                                                                                                                                    1                                                                                                                                                                                                                                                                2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     nk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     15
                                                   1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Tr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.8 .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4
                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ac
                                                                                                                             2.59




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         k
                                                                                                                                                                                                                                                                                1                                                                                                                                                                                                                                                                                                                        PLEASE NOTE THAT VARIATIONS WILL NOT BE ACCEPTED
                                                                                                                                                                                                                                                                             2.6BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
                                                                                                         © 2026 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH).                                                                                                                                                                                                                                                                                                                             AFTER THIS PLAN ACCEPTANCE HAS BEEN SIGNED
                                                                                                                 UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.

                                                                           SPECIFICATION:                                                                                                      REVISION                                                       DRAWN          CLIENT:                                                                                                                                                                                                      HOUSE DESIGN:                                                                                             HOUSE CODE:                     DO NOT SCALE DRAWINGS, USE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FIGURED DIMENSIONS ONLY. CHECK
                                                                           GALLERY                                                                                                                                                                                           MRS. DANIELLE NATASHA & MR. JOSEPH POWELL BILLING                                                                                                                                                            HUNTER 37                                                                                                 H-BBRHNT30SB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Template Version: 24.042
                                                                                                                                              4 PCV001                                                                                              CZH        20/05/2026                                                                                                                                                                                                                                                                                                                                                            AND VERIFY DIMENSIONS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEVELS PRIOR TO THE
                                                                           COPYRIGHT:                                                         5 REGISTERED CONTRACT PLANS                                                                           ANA        05/06/2026 ADDRESS:                                                                                                                                                                                                        FACADE DESIGN:                                                                                            FACADE CODE:                  COMMENCEMENT OF ANY WORK. ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DISCREPANCIES TO BE REPORTED
                                                                           © 2026                                                             6 PLAN AMENDMENT                                                                                      ANA        10/06/2026    1534 LOUIS BAZZO DRIVE, COOTHARABA QLD 4565                                                                                                                                                                  HAMPTON                                                                                                   F-BBRHNT30HMPTB                   TO THE DRAFTING OFFICE.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      504723
                                                                                                                                              7 PLAN AMENDMENT                                                                                          SLB    26/06/2026 LOT / SECTION / SP/RP:                                                      COUNCIL:                                                                                                                            SHEET TITLE:                                                                              SHEET No.:      SCALES:

                                                                                                                                              8 PCV002 + HSTP REPORT                                                                                    SLB    08/07/2026    1 / N/A / RP 162745                                                      NOOSA                                                                                                                               SITE PLAN 1/200                                                                           3 / 22          1:200

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