Skip to the record
The gold standard in government transparency.

Council archive · source document

DA plans · MCU26/0104

of 30

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn

Original PDF page 3, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Last Published: Friday, 26 June 2026 4:16 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                            3




                                                                                                                                                                                                                                                                                                                                                                                                           137,790 OMP


                                                                                                                                                                                                                                                                                                                                                                                                                                     138,240 WALL
                                                                                                                                                                                                     2.6




                                                                                                                                                                                           2.6
                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER TO PAGE 2 FOR ALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Botto
                                                                                                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                                                                                                                                                                                                       7                                                                                                                                                                                                                                                                  SITE PLAN NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          m of
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Stake
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NGL 2.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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                                       FILL 0.438




                                                                                                                                                                                                                                                                                                                                                           175,177 W
                                               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
         DRIVEWAY GRADIENT:                                                                                                                                                                                                                                                                                                                                                                                LITRE IN-GROUND CONCRETE
         THE BOUNDARY CONTOURS AS SHOWN ON                                                                                                                                                                                                                                                                                                                                                               RAINWATER TANK (BY BUILDER)
                                                                                                                                                                                                                                        2.8
                                                                                                                                                                                                                                              3
         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
         A PAD LEVEL OF 3.165 OVER A DISTANCE                                                                                                                                                                                                                                                                                                                                                                                                               2.7
                                            0.61




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                          2.7
         OF 173.636 METERS COMPLIES.                                                                                                                              5

         DRIVEWAY CALCULATION:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                                                                                                                                                                                                                                       6                                                                                                                                       16.5LM TUNNEL
         HOUSE RL : 3.550                                                                                                                                                                                                                                                                                                                                                                                                        APPROX. LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TRENCHING BY BUILDER
              0.6 RL- FROM NOOSA MAPPING: 2.000
                                                                                                                                      39,051 DRIVEWAY




         BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                            HSTP. LOCATION TBC UPON
                                                                                                                     2.59
                     0.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11
         DISTANCE 173.636m                                                                                                                                                                                                                                                                                                                                                                                                    RECEIPT OF HSTP REPORT
0.63
         SLOPE: 5DEG                                                                                                                                                                                                                                                                                        2.7
                                                                                                                                                                                                                                                                                                                  7
              0.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TBM 3 N



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.48




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                                                                               2.7
                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SUBJECT TO NCC 2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (1 MAY 2024)
                    1.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATERPROOFING & PLUMBING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ail
                        1.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.6                                                                                                                           CONDENSATION MANAGEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       in Dum
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 2.7
                                                                                                                                                          2.6
                                                                                                                                                                  4                                                                                                                                                                                                                                                                                                                                                                                                                                               7-STAR ENERGY EFFICIENCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LIVABLE HOUSING
                               1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               py
                                                                                                                                                                                                                                                                                                                                                                                                     2.6
                                                                                                                                                                                                                                                                                                                                                                                                           2                                                                                                                                                                                                 PLAN ACCEPTANCE BY OWNER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SIGNATURE:                          DATE:
                                                                                                                                                        TBM 1 N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    APPROX. LOCATION OF




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.4
                                                                                                                                                                                                                                                                                                                                      6                                                                                                                                                                            EXACT LOCATION TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.67
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONFIRMED ON SITE.                                                               SIGNATURE:                          DATE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        To




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.79
                                                                                                                                                               ail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 er




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            of
                                                                                                                                                              in Dum




                                                                                                                                                                                                                                                       2.7
                                                                                                                                                              2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ba
                                                                                                                                                                                       1                                                                                                                                          2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 nk
                                                                                                                                                                                                                                                                                                                                      9                                                                                                                                                                                                                                                                 PLEASE NOTE THAT VARIATIONS WILL NOT BE ACCEPTED
                                                                                                                                                                        96




                                                                                                        © 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). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND                                                                                                                                                                                                                                      AFTER THIS PLAN ACCEPTANCE HAS BEEN SIGNED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Tr
                                                                                                                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.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ac
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     k
                                                                                                                                                                    py




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



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     504723
                                                                                                                                             6 PLAN AMENDMENT                                                                                                ANA    10/06/2026 LOT / SECTION / SP/RP:                                                      COUNCIL:                                                                                                                          SHEET TITLE:                                                                       SHEET No.:         SCALES:

                                                                                                                                             7 PLAN AMENDMENT                                                                                                SLB    26/06/2026    1 / N/A / RP 162745                                                      NOOSA                                                                                                                             SITE PLAN 1/200                                                                    3 / 22             1:200

Used in these records

About this file

File size
4.2 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

DA plans.pdf · 4.2 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.