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Late Rfi - Plans · MCU20/0022

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

                                                                                                                                                                                                                                                                                                                               SCHEDULE OF PAGES:


          Material Change of Use - Type 3 Rural                                                                                                                                                                                                                                                                                COVER PAGE
                                                                                                                                                                                                                                                                                                                               SITE PLAN
                                                                                                                                                                                                                                                                                                                               SITE PLAN DETAIL - CABINS
                                                                                                                                                                                                                                                                                                                               FLOOR PLAN
                                                                                                                                                                                                                                                                                                                               ELEVATIONS
                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                                                                                                             5



          Visitor, short term accommodation.
          CHANDLER, Amelia & Carl
                                                                                                                                                                                                                                                                                                                    SEE AS3959-2018 BUSHFIRE REQUIREMENTS
                                                                                                                                                                                                                                                                                                                    (UNITS 1 & 2 BAL 19, UNIT 3 BAL 12.5)




          LOT 7 ON RP 858525
          292 ILLOURA PLACE
          COOROIBAH, QLD




                                                                                                                                                           TYPICAL FRONT VIEW - CABIN



    Density thresholds allowed Rural Settlement zone

    Rural accommodation does not exceed a site density of
    a) 2 cabins per hectare; or
    b) 2 guest bedrooms per hectare, providing the overall number of cabins and guest bedrooms does not exceed 6.

    The Lot area is 37770sqm   3.7ha - 6 bedrooms. Proposal is 3 cabins with 2 bedrooms.


© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                       PROJECT:
                                                                                                                                                                                                                                 1       A3                                                                                           THEY ACCURATELY DEPICT THE HOUSE FOR
                                                               CUSTOM                             ASPECT HOUSE                   CHANDLER, Amelia & Carl                        Material Change of Use - Type 3 Rural                            *   AK   RW   PRELIMINARY DRAWINGS                                        19/12/19
                                                                                                                                                                                                                                                                                                                                      CONSTRUCTION.
                                                                                                                                                                                                                               JOB NUMBER:       A   AK   RW   DWELLINGS RELOCATED ON SITE                                 28/01/20
                                                                                                     PLANS                                                                      Visitor, short term accommodation.             GJGSCN 190218a    B   AK   RW   UNITS RELOCATED ON SITE                                     05/02/20
                                                                                                                                                                                                                                                                                                                                      JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                      PRECEDENCE OVER THESE PLANS.
              GJG NOOSA                                                                                                          DRAWING TITLE:                                 LOT 7 ON RP 858525                             SALESPERSON:      C   AK   RW   OVERLAYS ADDED                                              10/02/20

                 QLD                                                                                  QLD                                                                       292 ILLOURA PLACE                              Chris McNeil      D   AK   RW   UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE                  09/07/20   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                DATE:             E   AK   RW   5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE   11/08/20   OWNER SIGNED: ............................... DATE: ..........
             QBCC 1303975                                 TO G.J.GARDNER HOMES                     QBCC 1257937                 COVER PAGE                                      COOROIBAH, QLD                                 11/08/2020                                                                                             BUILDER SIGNED: .............................   DATE: ..........
Full text of the other 5 sections

Section 2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Tree Legend
PATHWAY & DRIVEWAY NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S                                                         REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Ø=Trunk Dia                               LOT 7                         ON RP: 858525




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H
MINIMUM FALL OF 1 IN 100 (1%).
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          H=Tree Height
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S=Tree                                   SITE AREA                     37770 sqm
THE MAXIMUM GRADE OF DRIVEWAYS SHALL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Spread
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SITE COVER                    895.15 sqm (2.37%)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (Total Canopy)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LOCALITY                      COOROIBAH
NEAR THE MAXIMUM, A TRANSITION ZONE AT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ∅
EITHER END MAY BE REQUIRED. REFER TO NCC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LOC. GOV.                     NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TREE SCHEDULE
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           No.         Name  T 'Ø' Spr 'Ø'                                        'H'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1              GUM          0.50 m             8.0 m            12.0 m

CHECK WITH LOCAL AUTHORITY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2              GUM          0.60 m            12.0 m            15.0 m
REQUIREMENTS PRIOR TO CONSTRUCTING ANY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3              TREE         0.60 m            10.0 m            12.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4              TREE         0.60 m            10.0 m            12.0 m
BETWEEN THE PROPERTY BOUNDARY AND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5              GUM          0.60 m            12.0 m            17.0 m
ROAD KERB.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6              GUM          0.60 m            12.0 m            17.0 m
CLEAR THE AREA OF ALL TOPSOIL AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7              TREE         0.30 m             7.0 m            10.0 m
ORGANIC MATTER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8              TREE         0.30 m             7.0 m            10.0 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
PROVIDE A LAYER OF SAND A MINIMUM OF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9              GUM          0.70 m            12.0 m            15.0 m
20mm THICK UNDER THE SLAB, COMPACTED                                                                     8.7 AHD                                              63.720 m                                                                                                                                                                                                                                                                                                                                                10              GUM          0.70 m            15.0 m            20.0 m
AND LEVELLED.                                                                                                                                                                                          8.6 AHD                                                                                                                                                                                                                                                                                                        11              GUM          0.70 m            15.0 m            20.0 m
                                                                                                                                                              333º 27'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12              TREE         0.50 m            10.0 m            15.0 m
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE                                                                                                                                                                                                                                                                                                                                                                                                                                                                               13              TREE         0.50 m            10.0 m            15.0 m
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      14              TREE         0.50 m            10.0 m            15.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SITE NOTES:
SALINE AREAS, LAPPED 200mm AT JOINS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      15              TREE         0.50 m            10.0 m            15.0 m       POSITION OF DWELLINGS TO BE CONFIRMED BY
TAPED.
SLAB THICKNESS SHALL BE:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16              TREE         0.50 m            10.0 m            15.0 m       CLIENT PRIOR TO ANY SITE WORKS
 PEDESTRIAN PATHWAYS - 75mm THICK WITH 1                                          m                                                                                                                                                                                                                                                                                                                                                                                                                                   17              TREE         0.50 m            10.0 m            15.0 m
 LAYER SL52 MESH,                                                              90                                                  8.00
 VEHICULAR DRIVEWAYS (TO 3t GROSS) -                                      1 . 3 11 '                                                                                                                                                                                                                       NOTE:                                                                                                                                                                                                      18              TREE         0.50 m            10.0 m            15.0 m       ALL STORM WATER, DOWN PIPES, RAIN WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
                                                                       1 0 9 3º                                                                                                                                                                                                                                                                                                                                                                                                                                       19              TREE         0.50 m            10.0 m            15.0 m
 100mm THICK WITH                                                            2                                                                                                                          8 .00                                                                                              - ALL EXISTING STRUCTURES TO BE REMOVED                                                                                                                                                                    20              TREE         0.50 m            10.0 m            15.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BY THE HYDRAULIC CONSULTANT/PLUMBER IN
 1 LAYER SL62 MESH.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
                                                                                                                        8.25                                                                                        44                                                                                                                                                                                                                                                                                                21              TREE         0.50 m            10.0 m            15.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL                                                                                                                                                                                                                                 7 .7 5                                                                                                                                                                                                                                                  22              TREE         0.50 m            10.0 m            15.0 m       HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL                                                                                                                                                     39                                                                                                                                                                                                                                                                                                                         23              GUM          0.80 m            12.0 m            15.0 m
                                                                                                                     8 .5 0                                                                             40                45
BE N20 MINIMUM.                                                                                                                                                                                                     46                   52                                                                                                                                                                                                                                                                           24              GUM          1.20 m            12.0 m            17.0 m       BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
                                                                                                                                                                                                                                                54
                                                                                                                     8.7 5                                                                                               47                                                                                                                                                                                                                                                                                                                                                                         MANHOLE POSITIONS MATCH THOSE AS SHOWN
                                                                                 ELS                                                                                                                                                                  21 22                                                                                                                                                                                                                                                           25              GUM          0.60 m            12.0 m            17.0 m
JOINTS ARE REQUIRED IN ALL CONCRETE                                         D LEV                                                                                                     36                                           51           18              20                                                                                                                                                                                                                                                                                                                                  BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
                                                                    FL OO                                       9.00                                                                        38           41         43                    53                                                                                                                                                                                                                                                                          26              GUM          0.60 m            12.0 m            17.0 m
PATHWAY AND DRIVEWAY SLABS -                                 PEAK                                                                                                                                                             49                                                                                                                                                                                                                                                                                                                                                                    DISCREPANCIES MUST BE BROUGHT TO THE
                                                                                                                                                                                 34                                                                                                                                                                                                                                                                                                                                   27              GUM          0.60 m            12.0 m            17.0 m
                                                                                                                                                                                                 37           42    48                                                                                                                                                                                                                                                                                                                                                                              ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE                                                                   9.25                                                                        33                                                                                 19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      28              GUM          1.00 m            15.0 m            20.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES,                                                                    9 .5 0                                                                                    35                        50                                16 17                                                                                                                                                                                                                                                          29              GUM          0.50 m            12.0 m            17.0 m       CONSTRUCTION
                                                                                                                              31                                                                                                 55                                                                          31                                                                                                                                                                                                       30              GUM          0.50 m            12.0 m            17.0 m
                                                 9.0 AHD                                      9 .7                                                                                                                                                                                                                 9 .0
EXPANSION JOINTS SHALL BE PROVIDED AT 15                                                             5                                                                                32                                      56 15 14        13                                                            5º       5                                                                                                                                                                                                31              GUM          0.50 m            12.0 m            17.0 m       BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12                                                                                               30
                                                                                                                                                                                                                                         57                                                                      38 0 m                                                                                                                                                                                                                                                                             PLATFORMING METHOD ON SITE PRIOR TO
                                                                                                                                                29                                                                                                                                                                 '4                                                                                                                                                                                                 32              GUM          0.50 m            12.0 m            17.0 m
DOWEL BARS AT 400 CENTRES ALONG THE                                                                                                                                                                                                                                           12                                      5"                                                                                                                                                                                                                                                                            COMMENCEMENT OF ANY WORKS. FINISHED
                                                                                                28                                                                                                                                                                                                                                                                      7.5                                                                                                                                           33              GUM          0.50 m            12.0 m            17.0 m
JOINTS IN 100mm THICK SLABS,                                                                                                                                                     26                                           11                                                                                                                                              0                                                                                                                                                                                                                     FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      34              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                                                                          8.
                                                                                              10.                                                                                                                                         10                                                                                                                                                                                                                                                                                                                                                        AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
                                                                                                 00




                                                                                                                                                                                                                                                            75
CRACK CONTROL JOINTS SHALL BE PROVIDED                                                                                   27                                                                                                                                                                                                                                                                                                                                                                                           35              GUM          0.50 m            12.0 m            17.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     36              GUM          0.50 m            12.0 m            17.0 m
LOCATIONS WHERE THERE IS A LIKELIHOOD A                                                                                                                                                                                                                                                                                                                                                                                                                                                                               37              GUM          0.50 m            12.0 m            17.0 m       THE FINISHED SURFACE IMMEDIATELY
CRACK                                                                                                                                           25                                                                                                                                                                                                                                                                                                                                                                    38              GUM          0.50 m            12.0 m            17.0 m       SURROUNDING THE BUILDINGS TO COMPLY WITH
                                                                                                                                                             24                                                                                                                                                                                                   8
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).                                                                                                                                                      NEW HOUSE                                                                                                                                                                                                                                      CABIN (C2)                                                                 39              GUM          0.50 m            12.0 m            17.0 m       NCC VOL2, 3.1.3.
JOINTS SHALL BE LOCATED SO THE LONGEST                                                                          25                                                                           (BAL 19)                                                                                                                                                                                                                                                                                                                 40              GUM          0.50 m            12.0 m            17.0 m
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5                                                                1   0.                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                                                                                                                                         PAD LEVEL 8.500m                                                                                                                                           SURFACE DRAINAGE IS TO DISCHARGE EVENLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      41              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                                                                                                                                               8.25
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY                                                                                                                                                                                                                                                         4                                                                                                                                        FFL 8.950m                                                                                                                                              WITHIN THE SITE AND WITHOUT NUISANCE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      42              GUM          0.50 m            12.0 m            17.0 m
ANGLE FORMED BETWEEN JOINTS OR JOINTS                                                                                                                                 CP4                                                                                                                                                                                                                                                                    (BAL 19)                                                                                                                                               ADJOINING PROPERTIES.
                                                                                   TBM 2 Dumpy                                                                                                                                                                                                                                                      TBM 3 Dumpy                                     7.50                                                                                                              43              GUM          0.50 m            12.0 m            17.0 m
AND THE SLAB EDGE SHALL BE NO LESS THAN                                                                                             Po
                                                                                   AHD RL / m 10.35                                      st &                                                                                                                                                                                                       AHD RL / m




                                                                                                                                                                                                                                                                                             8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      44              GUM          0.50 m            12.0 m            17.0 m       ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
75°, DUE TO THE VARYING NATURE OF                                                                                                               Wi                                                                                                                                                                                                  7.82                                                          8.3 AHD
                                                                                                                                                   re




                                                                                                                                                                                                                                                                                              0
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE                                                                                                                 Fe                                                                                                                                                                                  7                                                                                                                                                                         45              GUM          0.50 m            12.0 m            17.0 m       THE PONDING OF WATER.
                                                                                                                                                             nc
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE                                                                                                                          e                                                                                                                                                                                                                                                                                                     EXISTING DAM AND SURROUNDS                    46              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                        0
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE                                                                                                                                  23                                                                                                                                            2                                                                                                                                             TO BE DE-SILTED AND                           47              GUM          0.50 m            12.0 m            17.0 m       CUT AND FILL BATTERS NOT TO EXCEED A




                                                                                                                                                                                                         0

                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                          7 .7 5
                                                                                                                                                                                                      150
DESIGN.                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OVERGROWN WEED AND                                                                                                          MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR




                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                       3                                                                                                                                                                                                              48              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                             156
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VEGETATION TO BE REMOVED                                                                                                    THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC




                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      49              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                                                                                                                                                                                                                                           00
THESE NOTES ARE PROVIDED AS A GENERAL                                                                                                                                                                                                                                                                                                                   8.                                                                                                              OFF-SITE. AREA TO BE SHAPED AND                                                                                             CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
                                                                                                                                                                                                                     10.25                                                                                                                                00




                                                                                                                                                                                                                                                                                                                                                                                                                      15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      50              GUM          0.50 m            12.0 m            17.0 m
SPECIFICATION ONLY.                                                                                                                                                                                                                                                                                                                                                                                                                                                     STABILISED TO ALLOW                                                                                                         SLOPING SITES.
                                                                                                                                                                                                                                                                       CABIN (C3)                                                                                         60000L                                                                                        MAINTENANCE ACCESS.                           51              GUM          1.00 m            15.0 m            20.0 m
                                                                                                                                                                                                                                                                                                                                                                      U/G WATER TANK
REFERENCE SHOULD BE MADE TO 'CEMENT,                                                                                                                                                                                                                               PAD LEVEL 8.450m                                                                                                                                                             8.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      52              GUM          1.00 m            15.0 m            20.0 m       1000 MAXIMUM HIGH TIMBER RETAINING WALLS
CONCRETE & AGGREGATE AUSTRALIA - GUIDE                                                                                                                                                                                                        10.00                   FFL 8.900m                                                                                                     8.25                                                                                                                             53              GUM          0.50 m            12.0 m            17.0 m       WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO




                                                                                                                                                                                                                                                                                                                                                                                                                                         8.50
                                                                                                                                                                                                                                                                      (BAL 12.5)                                                      5
TO CONCRETE FOR HOUSING 2007, PATHS AND                                                                                                                                                                                                                                                                                                                                                                                                                                                                               54              GUM          0.50 m            12.0 m            17.0 m       STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  55              GUM          0.50 m            12.0 m            17.0 m       BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'.
                                                                                                                                                                                                                                                9.75                                                                                                                                                              8 .7 5                                                                                              56              GUM          0.50 m            12.0 m            17.0 m       SITE ONLY IF INDICATED ON THE PLANS.
                                                                                                                                                                                                                                                             4 30
NOTES TO BE READ BEFORE                                                                                                                                                                                                                                   1 77 . 18 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      57              GUM          0.50 m            12.0 m            17.0 m




                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                          8.5 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THE HEIGHT OF FENCES, INCLUDING THE HEIGHT




                                                                                                                                                                                                                                                                                                                                                                                                            ER
                                                                                                                                                                                                                                                                                                                                                                                   1433
                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                               º0       m                                                                                WATER




                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                           UF F
USING THIS AXIS SURVEY PLAN:                                                                                                                                                                                                                                      4' 2             9 .5 0                                                                                                                                                                                                                                                                                                           OF RETAINING WALLS ARE NOT TO EXCEED 2.0m




                                                                                                                                                                                                                                                                                            200
                                                                                                                 EXISTING GRAVEL DRIVEWAY. RESHAPE SURFACE AND PROVIDE                                                                                                                                                                                    TAP
                                                                                                                                                                                                                                                                       0"                                                             6                                                                           8 .5 0                                                                                                                                                                            ABOVE FINISHED GROUND LEVEL, ONLY IF




                                                                                                                                                                                                                                                                                                                                                                                                            B
                                                                                                                 ADDITIONAL PAVEMENT TO ENGINEERS SPECIFICATIONS. SEAL                                                                                                                                             CP3




                                                                                                                                                                                                                                                                                                                                                                                                         AN
THIS PLAN HAS LIMITATIONS REGARDING ITS USE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         INDICATED ON THE PLANS AND TO LOCAL




                                                                                                                                                                                                                                                                                                                                                                                                                            8 .0 0
                                                                                                                 SURFACE AS PER PAVEMENT DETAILS.
FOR SOME APPLICATIONS. PLEASE CONTACT THIS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AUTHORITY APPROVAL.




                                                                                                                                                                                                                                                                                                                                                                                                     ARI
                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                            9 .0
OFFICE OF THERE IS ANY DOUBT ABOUT THE




                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                    RI P


                                                                                                                                                                                                                                                                                                                                                                                                                  8.2
                                                                                                                                                                                                                                                                                     9 .2
SUITABILITY OF THIS PLAN FOR THE INTENDED USE.                                                                   DRIVEWAY TO BE WIDENED WHERE NECESSARY.                                                                                                                                                                                  CP2
THESE NOTES FORM PART OF THIS PLAN AND THEY                                                                      (3.5m MINIMUM)                                                                                                                                                                                                                                                                                                                                                                          PEAK FL
MUST REMAIN WITH THE PLAN OR ANY COPIES.                                                                                                                                                                                                                                               Property                                            8.75                                                                                                                                                                    OOD LE
                                                                                                                                                                                                                                                                                                                 Po                                                                                                                                                                                                              VELS
THE LIMITATIONS OF THIS PLAN ARE DETAILED IN                                                                                                                                                                                                                                             Pole                         st &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                )
                                                                                                                                                                                                                                                                                                                                                                                                                                                             CABIN (C1)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              r ox .
THE LINK BELOW, WITH THE MAIN ONES BEING;                                                                                                                                                                                                                                                 &                                   Wi                                                                                                                                                                                                                                    8.0 AHD
                                                                                                                                                                                                                                                                                                                                 re                                                                                         1
                                                                                                                                                                                                                                                                                                                                      Fe




                                                                                                                                                                                                                                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           app
                                                                                                                                                                                                                                                                                      UG Power                                             nc                                                                                                            PAD LEVEL 8.380m




                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                e                                             CP1




                                                                                                                                                                                                                                                                                                                                                                 150
1. THIS PLAN HAS BEEN PREPARED FOR OUR                                                                                                                                                                                                                                                                                                                                                                                                                      FFL 8.830m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ER (
                                                                                                                                                                                                                                                                                                                                                                                                                  Pile of Fill
CLIENT & SHOULD NOT BE USED BY OTHERS                                                                                                                                                                                                                                                                                                                                                                                                                        (BAL 19)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        00 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      UF F
WITHOUT APPROVAL.                                                                                                                                                                                                                                                                     PROPOSED PATHWAY INDICATIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     27' 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      B
                                                                                                                                                                                                                                                                                      ONLY IN ACCORDANCE WITH AS1428.1                                                                                               9.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  riv ac f
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 70 . 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       rea ening o
2. THE BOUNDARIES SHOWN HAVE BEEN                                                                                                                                                                                                                                                     DESIGN FOR ACCESS AND MOBILITY                                                                                                 8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                77 º
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ARI
SOURCED FROM THE SUBJECT SURVEY PLAN OR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FOUR (4) ADDITIONAL
AS NOTED, AND HAVE NOT BEEN CHECKED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           f or p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RI P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OFFSTREET PARKINGS FOR EXTRA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            re
                                                                                                                                                                                                                                                                                                                                                                                     Property
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VEHICLES (BOATS, TRAILERS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             carp in g / Sc
3. DISTANCES FROM FEATURES TO THE SHOWN                                                                                                                                                                                                                                                                                                                                              

Section 3

Pole




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   P LA
                                                                                                                                                                                                                                                                                                                                                                                                                            8.0
REQUIREMENTS & TO BOUNDARIES SHOULD NOT                                                                                                                                                                                                                                                                                                                                                                                              0                         0                                                            1120
                                                                                                                                                                                                                                                                                                                                                                                     TBM 1 Nail in Dumpy                                                8 .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 art a
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
BE USED OR RELIED UPON.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               # 23 ole
                                                                                                                                                                                                                                                                                                                                                                                     AHD RL / m 8.343                                                              Gr      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  c
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7500
                                                                                                                                                                                                                                                                                                                                                                                                                                                       8 .2             av xistin




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Fen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  er P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                     Property                                                                 5           el
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D ri g
4. IF POSITIONAL ACCURACY IS CRITICAL A
                                                           SITE PLAN                                                                                                                                                                                                                                                                                                                 Pole                                                                                        ve




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             P ow
BOUNDARY, IDENTIFICATION SURVEY MAY BE                                                                                                                                                                                                                                                                                                                                                                                                                                              wa




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UR A
                                                                                                                                                                                                                                                                                                                                                                                                                                                  Property                               y
REQUIRED.                                                  1 : 1000                                                                                                                                                                                                                                                                                                                                                                                 Pole
5. THE CERTIFICATE OF TITLE HAS NOT BEEN
SEARCHED AND SHOULD BE CHECKED FOR ANY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TBM 4 Nail in Bitumen




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8 .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.50                                                  AHD RL / m 8.92




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   I LLO
ENCUMBRANCES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Gate




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.75
6. THE CONTOURS MAY NOT REPRESENT THE                                                                                                                                                                                                                                                                                                                                                                                                                                                        Property
LOCAL AUTHORITY'S DEFINITION OF “GROUND                                                                                                                                                                                                                                                                                                                                                                                                                                                        Pole




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       M
LEVEL”




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Co
7. A FLOOD SEARCH HAS NOT BEEN CARRIED                                                                                                                                 Density thresholds allowed Rural Settlement zone
OUT.CHECK WITH LOCAL COUNCIL FOR MIN.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED DRIVEWAY
AND MAX. CONSTRUCTION HEIGHTS.                                                                                                                                         Rural accommodation does not exceed a site density of                                                                                                                                                                                                                                                                                                              9.00                                                 CROSSOVER IN ACCORDANCE
                                                                                                                                                                       a) 2 cabins per hectare; or                                                                                                                                                                                                                                                                                                                                                                                             WITH IPWEA STD DRF RS-056
8. NON VISIBLE SERVICES (IF SHOWN), HAVE BEEN                                                                                                                          b) 2 guest bedrooms per hectare, providing the overall number of cabins and guest bedrooms does not exceed 6.
PLOTTED FROM THE RELEVANT AUTHORITY'S
RECORDS OR FROM OTHER SOURCES AND MAY                                                                                                                                  The Lot area is 37770sqm              3.7ha - 6 bedrooms. Proposal is 3 cabins with 2 bedrooms.
NOT BE ACCURATE. SERVICES SHOULD BE
EXPOSED BEFORE DESIGN OR CONSTRUCTION
COMMENCES.                                                                                                                                                   © COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                                                                                                                                                                                        PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                                                                                                                                                                              CLIENT:                                       PROJECT:
9. THE NORTH POINT HAS BEEN TAKEN FROM THE                                                                                                                                                                                                                                                   ASPECT HOUSE                                                                                                                                                                                           2            A2        *       AK         RW       PRELIMINARY DRAWINGS                                         19/12/19   THEY ACCURATELY DEPICT THE HOUSE FOR
SURVEYPLAN AND MAY NOT BE SUITABLE FOR ALL                                                                                                                                                                                                         CUSTOM                                                                                       CHANDLER, Amelia & Carl                                                Material Change of Use - Type 3 Rural
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 JOB NUMBER:               A       AK         RW       DWELLINGS RELOCATED ON SITE                                  28/01/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONSTRUCTION.

USES.                                                                                                                                                                                                                                                                                           PLANS                                                                                                                  Visitor, short term accommodation.                                        GJGSCN 190218a            B       AK         RW       UNITS RELOCATED ON SITE                                      05/02/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PRECEDENCE OVER THESE PLANS.
                                                                                                                                                                                   GJG NOOSA                                                                                                                                                    DRAWING TITLE:                                                         LOT 7 ON RP 858525                                                        SALESPERSON:              C       AK         RW       OVERLAYS ADDED                                               10/02/20
REFER TO THIS LINK FOR MORE INFORMATION
www.axissurveys.com.au/alertsanddisclaimers/                                                                                                                                          QLD                                                                                                        QLD                                                                                                                   292 ILLOURA PLACE                                                         Chris McNeil              D       AK         RW       UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE                   09/07/20   OWNER SIGNED: ............................... DATE: ..........
                                                                                                                                                                                                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                                                  DATE:                     E       AK         RW       5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE    11/08/20   OWNER SIGNED: ............................... DATE: ..........
                                                                                                                                                                                  QBCC 1303975                                            TO G.J.GARDNER HOMES                                QBCC 1257937                                      SITE PLAN                                                              COOROIBAH, QLD                                                            11/08/2020                                                                                                                    BUILDER SIGNED: .............................   DATE: ..........

Section 4

                                 N




                                                                                                                                                                                                                 8.50
                                                                                                                                                                                                                               8.50


                                                                                                                                                        0                                                                                                                                 8 .0 0
                                                                                                                                                            00




                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                 15




                                                                                                                                                                                                                                                                                                                                                                                                 Pile of Fill
                                                                                                              8.3 AHD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                             9.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.0
                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                        8.2




                                                                                                                                                                                                                                                                             8 .5 0
                                                                                                                                                                                                                                                       CUT
                                                                                                                                                                              FILL




                                                                                                                                                                                                                                                                8 .7 5
                                                                                                       7.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Property
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Pole
                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                         8 .5
                                                                                                                                                                                                 PAD LEVEL 8.500m
                                                                                                                                                                                 CABIN (C2)
                                                                                                                                                                                                    FFL 8.950m
                                                                                                                         AHD RL / m 7.82




                                                                                                                                                                                                                                                                                                                                                                     FILL
                                                                                                                         TBM 3 Dumpy




                                                                                                                                                                                                                              8.25
                                                                                       9




                                                                                                                                                                                                                                                                                        CUT




                                                                                                                                                                                                                                                                                                                                                                                 CP1
                                                                                                                                           7 .7 5
                                                0
                                               7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                    TBM 1 Nail in Dumpy
                                                                                                                                                                                                                                                                                                                                     PAD LEVEL 8.380m
                                                                                                                                                                                                                                                                                                                        CABIN (C1)
                                                                                                                                                                                                                                                                                                                                                                                 0      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                    AHD RL / m 8.343
                                                                                                                                                                                                                                                                                                                                                                                     150
                                                                            8




                                                                                                                                                                                                                                                                                                                                        FFL 8.830m




                                                                                                                                                                                                                                                                                                                                                                                          y a
                                                                                                                                                                                                                                                                                                                                                                                       v ew
                                                                                                                                                                                                                                                                                                                                                                               vel ting
                                                                                                                                                                                                                                                                                                                                                                                  D ri
                                                                                                                                                                                                                                                                                                                                                                            Gra Exis
                                                                                                                                                                                                                                                        WATER
                                                                                                                                                                                                                                      UNDERGROUND
                                                                                                                                                          00




                                                                                                                                                                                                                                                        TAP
                                                                                                                                                        8.




                                                                                                                                                                                                                                      WATER TANK




                                                                                                                                                                                                                                                                                                                                                                                                       Property
                                                         °3 0m




                                                                                                                                                                                                                                                                                                                                                        CP2
                                                                  "
                                                               27
                                                       11 .05




                                                                                                                                                                                                                                      60000L




                                                                                                                                                                                                                                                                                                                                                                                                       Pole
                                                            5'
                                                            9
                                                         31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          - ALL EXISTING STRUCTURES TO BE REMOVED
                                                                                                                                                                                                                                                                                                                                                                                     e
                                                                                                                                                                                                                                                                                                                                                                                  nc
                                                                                                                                                                                                                                                                                                                                                              8.75
                                                                                                                        7




                                                                                                                                                                                                                                                                                                                                                                                Fe
                                                                                                                                                                                                                                                                                                                                                                               re
                                                                                                                                                                                                                                                                                                                                                                            Wi
                                                                                                                                                                                                                               5




                                                                                                                                                                                                                                                                                                                                                                       st &
                                                                                                                                                                                                                                                                         6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SITE PLAN DETAIL
                                                                                                                                                                                                                                                                                                                                                                     Po
                                                                                                8.25




                                                                                                                                                                                                                                                                             GFFL. RL: 9.12
                                                                                                                                                                                                                                                                             Corragated
                                                                                                                                                                                                                                                                              Iron House




                                                                                                                                                                                                                                                                                                                                                                                                       ACCORDANCE WITH AS1428.1 DESIGN FOR
                                                                                                                                                                                                                                                                                Existing




                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED PATHWAY INDICATIVE ONLY IN
                                                                                                                                           2




                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                             9 .0




                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                          300




                                                                                                                                                                                                                                                                                                                                                                                                       ACCESS AND MOBILITY
                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                 400


                                                                                                                                                                                                                                                                                  CP3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 : 500
                                                                                                                                                                                                           5000L WATER TANK
                                                                                                                                                                              PAD LEVEL 8.500m
                                                                                                                                                                 CABIN (C3)




                                                                                                                                                                                                                                                                                                                                                 Property Pole
                                                                                                                                                                                 FFL 8.950m




                                                                                                                                                                                                                                                                                                                                                   UG Power
                                                                                                                                                                                                                                                                      rx.
                                                                                                                                                    3




                                                                                                                                                                                                                                                                    ap 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOTE:
                                                                                                                                                                                                                                                                                                                                                      &
                                                                                                                                                                                                                                                                     8 0
                                                                                                                                                                                                                                                                      0
                                                                                            4




                                                                                                                                                                                                                                                                          00
                                                                                                                        8.50                                                                                                                                           200

                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                  9 .2




© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                       PROJECT:
                                                                                                                                                                                                                                                                                                                                                               3     A3                                                                                                                                                        THEY ACCURATELY DEPICT THE HOUSE FOR
                                                               CUSTOM                             ASPECT HOUSE                                 CHANDLER, Amelia & Carl                                                                              Material Change of Use - Type 3 Rural                                                                                            *      AK         RW                 PRELIMINARY DRAWINGS                                                                      19/12/19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                          JOB NUMBER:                A      AK         RW                 DWELLINGS RELOCATED ON SITE                                                               28/01/20
                                                                                                     PLANS                                                                                                                                          Visitor, short term accommodation.                                                                    GJGSCN 190218a             B      AK         RW                 UNITS RELOCATED ON SITE                                                                   05/02/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PRECEDENCE OVER THESE PLANS.
              GJG NOOSA                                                                                                                        DRAWING TITLE:                                                                                       LOT 7 ON RP 858525                                                                                    SALESPERSON:               C      AK         RW                 OVERLAYS ADDED                                                                            10/02/20

                 QLD                                                                                  QLD                                                                                                                                           292 ILLOURA PLACE                                                                                     Chris McNeil               D      AK         RW                 UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE                                                09/07/20   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                                                                                           DATE:                      E      AK         RW                5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE                                  11/08/20   OWNER SIGNED: ............................... DATE: ..........
             QBCC 1303975                                 TO G.J.GARDNER HOMES                     QBCC 1257937                                SITE PLAN DETAIL - CABINS                                                                            COOROIBAH, QLD                                                                                        11/08/2020                                                                                                                                                           BUILDER SIGNED: .............................   DATE: ..........

Section 5

                                                                                                                                                                                                                                                                                                                                                                                        FLOOR AREAS:
                                                                                                                                                                                                                                                                                                                                                                                        DWELLING                        86.41 m²
                                                                                                                                                                                                                                                                                                                                                                                        ALFRESCO                        38.50 m²
                                                                                                                                                                                                                                                                                                                                                                                        Total                           124.91 m²




                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                   1
                                                                                                                                                                                       19250
                                   4               5         2
                                                                                             4670                                                                                         9910                                                                           4670

                                                   3                          70                               70 70    90                                     70                                140                                                70 70                                70                                                                                            WALL LEGEND
                                                                       600                 4000                 530 930                        1510                          2900                                     4130                           530                   4000            600                                                                                        EXTERNAL WALLS
                                                                                                                                                                                                                                                                                                                   5000L SLIMLINE WATER TANK
                                                                                                                                                                                                                                                                                                                  WITH MALE 50mm CAM LOCK                                                              - LINEA-BOARD CLADDING (UNO)
                                                                                                                              obsc              obsc                         1800HH                                                                                                                          - AS PER BUSHFIRE MANAGEMENT PLAN                                                         - 70mm TIMBER STUD FRAME (UNO)
                                                                                                                          A0906               A0312                          A0618                                    1524                                                                                                                                                                             - 10mm PLASTERBOARD LINING (GENERAL)
                                                          70




                                                                                                                                                                                                                                                                                                            70
                                                                                                                                                                                                                                                                                                                                                                                                       - 6mm VILLABOARD LINING (WET AREAS)
                                600



                                                   600




                                                                                                                                                                                                                                                                                                                                                       600
                                                                                                                                                                 ohc
                                                                                                                                                                                                                                                          A/C                            hc
                                                                                                                                                                                                                                                                                                                                                                                      INTERNAL WALLS
                                       70




                                                                                                                                                                                                                                                                                                                            70
                                                           1670




                                                                                                                                                                                                                                                                                               D2106
                                                                                                                              WC                                                                                                                                                                                                                                                                       - 70mm TIMBER STUD FRAME (UNO)




                                                                                                                                                                         induction
                                                                                                       720




                                                                                                                                                                                                                                                                720
                                                                                                                                                                           r'hood
                                                                                                                                                                                                                                                                                                                                                                                                       - 10mm PLASTERBOARD LINING (GENERAL)




                                                                                                                                                                            c/top
                                                                                                                              Tile




                                                                                                                                                                                                 3100x900
                                                                                                                                                                             ubo
                                                                                                                                                                                                                  LIVING




                                                                                                                                                                                                   b/bar
                                                                                                                                                                                                                                                                                                                                                                                                       - 6mm VILLABOARD LINING (WET AREAS)
                                                                   2100




                                                                                          BED 1                                              BATH                                                                     Vinyl                                               BED 2




                                                                                                                                                                                                                                                                                                                 3620
                                                                                                                                                                         dw
                                                      70




                                                                                                                              720             Tile                                                                                                                          Vinyl




                                                                                                                 robe
                                                   2770




                                                                                                                                                                                                                                                                                                                                    2770
                                                                                            Vinyl




                                                                                                                                                                                                                                                      robe
                                                                                                                                                     1200 wh
                                                                                                                                                                                                                                                                                                                                                                                       REFER TO ENGINEERS DETAILS FOR




                                                                                                                                                                                                                                                                                                                            3020
                                                                                                                                                                                                                                             A/C
                                                                                                                                     720cs
                                                                                                       2/720




                                                                                                                                                                                                                                                                2/720
                                                                                                                                                                                    cut
                                                                                                                                                                pan'
                                                                                                                                                                                                                                                                                                                                                                                       ARTICULATION JOINTS IF REQUIRED
                                4180

                                           4040




                                                                                                                                                                                                                                                                                                                                             4040

                                                                                                                                                                                                                                                                                                                                                       4180
                                                                  70




                                                                                                                                                                1030
                                                                                                                                                                 ohc
                                                                                                                                                                                                                                                                                                                                                                                      LEGEND:




                                                                                                                                                                                                     table
                                                           2900




                                                                                                                                                                             KITCHEN
                                                                   850




                                                                                                                                                       wm
                                                                                                                                                                               Vinyl
                                                  70




                                                                                                                                                                                                                                                                                                                                   70
                                                                                                                                             LDRY                                                                                                                                                                                                                                     C1 DENOTES - 114x114 TIMBER POST
                                                                  70




                                                                                                                                                                                                                                                                                                            70
                                                   1200




                                                                                                                                                                                                                                                                                                                                    1200
                         8280




                                                                                                                                                                                                                                                                                               D2106
                                                                                                                        820




                                                                                                                                                                                                                                                    820
                                                                   950




                                                                                                                                                                                                                                                                                                                 950

                                                                                                                                                                                                                                                                                                                            950
                                                                                                                                                                                                                                                                                                                                                                                        S DENOTES - PHOTOELECTRIC SMOKE ALARM
                                                                                         F0618 above                                                                                               3x F0618 (above)                                                      F0618 above                                                                                                                TO NCC VOL 2, 3.7.5 & AS 3786
                                       70




                                                                                                                                                                                                                                                                                                            70
                                                                                                                                                                                                                                                                                                                                                                                                    (MAINS POWERED & INTERCONNECTED)
                                                                                       F2109 L2109              hc        F2109                                                                    2153STK-SGD                                                          L2109 F2109
                                                                                                                                                                                                  30mm sgd rebate                                                                                                                                                                      G DENOTES - GAS BOTTLE/HWS LOCATION AS PER
                                                                                                                bi-folds by
                                                           600




                                                                                                                                                                                                                              rak                                                                                                                                                      HW          AS 5601
                                                                                                                                                                                                                                    ed
                                                                                                                cabinet maker                                                                                                            c eil
                                                                                                                                                                                                                                              ing
                                           3443




                                                                                                                                                                                                                                                                                                                                                                                       WB DENOTES - WHIRLY BIRD ON ROOF
                                3500




                                                                                                                                                                                                                                                                                                                                                       3500
                                                                                                                                                                                                                              ALFRESCO
                                                                                                                                                                                                                              Conc. Broom                                                                                                                                              ST DENOTES - SKYLIGHT


                                                                                                                                                                                                                                                                                                                                                                                       FLOOR PLAN NOTES:
                                       C
                                       L




                                                                                                                                                                                                                                                                                                                                                                                       TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
                                                                                                                                                                         C1                                                          C1




                                                                                                                                                                                                                                                                                                                                                       600
                                                                                                                                                                                                                                                                                         C1
                                           57




                                                                                                                                                                                                                                                                                                                                                                                       WITH NCC VOL 2, 3.1.4 AND AS 3660.1.

                                                                                                                                                                                                                                                                                                                                                                                       PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
                                                                                                                     70                 90                     70                                                                             70 70                                      70                                                                                            TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
                                                                                                                                                                                                                                                                                                                                                                                       WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
                                                                                                                              930              1510              650         1340          900                   3630                      650 530                         4000                                                                                                        BUILDING APPLICATION APPROVAL.
                                                                              70
                                                                    600                       4600                                                                                        9770                                                                           4600                          600                                                                             TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
                                                                                                                                                                                                                                                                                                                                                                                       OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
                                                                                                                                                                       600                                                      11000                                                          600                                                                                     1.2m TO WC PAN

                                                                                                                                                                                                                                                                                                                                                                                       INSECT/SECURITY SCREENS TO WINDOWS AND DOORS
                                                                                                                                                                                       19250                                                                                                                                                                                           ARE AS PER BUILDERS SPECIFICATIONS UNO

                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
                                                                                                                                                                                                                                                                                                                                                                                       APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
                                                                                                                                                                                                                                                                                                                                                                                       AND LOCAL AUTHORITY

                                                                                                                                                                                                                                                                                                                                                                                       MECHANICAL VENTILATION TO BE IN ACCORD.
                                                                                                                                                                                                                                                                                                                                                                                       WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
                                                                                                                                                                                                                                                                                                                                                                                       (DISCHARGE TO EXTERNAL AIR)

                                                                                                                                                                                                                                                                                                                                                                                       GAS BOTTLE LOCATION AS PER AS5601
                    FLOOR PLAN
                     1 : 100                                                                                                                                                                                                                                                                                                                                                           ADDITIONAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                       - SOLAR HWS (LOCATION TBA)




© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                       PROJECT:
                                                                                                                                                                                                                                                                                         4             A3                                                                                                         THEY ACCURATELY DEPICT THE HOUSE FOR
                                                                                CUSTOM                          ASPECT HOUSE                                           CHANDLER, Amelia & Carl                                  Material Change of Use - Type 3 Rural                                                   *    AK     RW     PRELIMINARY DRAWINGS                                        19/12/19
                                                                                                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION.
                                                                                                                                                                                                                                                                                       JOB NUMBER:                      A    AK     RW     DWELLINGS RELOCATED ON SITE                                 28/01/20
                                                                                                                   PLANS                                                                                                        Visitor, short term accommodation.                     GJGSCN 190219b                   B    AK     RW     UNITS RELOCATED ON SITE                                     05/02/20
                                                                                                                                                                                                                                                                                                                                                                                                                  JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                                  PRECEDENCE OVER THESE PLANS.
              GJG NOOSA                                                                                                                                                DRAWING TITLE:                                          LOT 7 ON RP 858525                                      SALESPERSON:                     C    AK     RW     OVERLAYS ADDED                                              10/02/20

                 QLD                                                                                                QLD                                                                                                        292 ILLOURA PLACE                                       Chris McNeil                     D    AK     RW     UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE                  09/07/20   OWNER SIGNED: ............................... DATE: ..........
                                                                             © COPYRIGHT EXCLUSIVE                                                                                                                                                                                     DATE:                            E    AK     RW     5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE   11/08/20   OWNER SIGNED: ............................... DATE: ..........
             QBCC 1303975                                                    TO G.J.GARDNER HOMES                QBCC 1257937                                          FLOOR PLAN                                              COOROIBAH, QLD                                          11/08/2020                                                                                                                 BUILDER SIGNED: .............................   DATE: ..........

Section 6

                                                                                                                                                                                                                                                                                                               NOTES:
                                                                                                                                                                                                                                                                                                               GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
                                                                                                                                                                                                                                                                                                               AND INSTALLED TO TRUSS MANUFACTURERS
                                                                                                                                                                                                                                                                                                               SPECIFICATIONS.

                                                                                                                                                                                                                                                                                                               FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
  GF WH                                                                                                                                                                                                                                                                                                        VOL 2, 3.5.4.6
  2100


                                                                                                                                                                                                            POWDERCOATED ALUM
                                                                                                                                                                                                            WINDOWS AND DOOR FRAMES

  GF FL
  0

                                ELEVATION 1
                      1          1 : 100

                                                                7.5°




  GF WH
  2100




  GF FL
  0

                                ELEVATION 2
                      2          1 : 100
                                                                                                                                                                                                                     COLORBOND ROOF SHEETING
                                                                                                                                                                                                                     FIXED TO MANUF. SPECS.

                                                                                                                                                                                                                     COLORBOND FASCIAS
                                                                                                                                                                                                                     AND GUTTERS




  GF WH
  2100


                                                                                                                               1800
                                                                                                                                                                                                                     'LINEA' WEATHERBOARD
                                                                                                                                                                                                                     CLADDING (or similar)
  GF FL
  0

                                ELEVATION 3
                      3          1 : 100


                                                                       7.5°




  GF WH
  2100

  114x114 TIMBER POSTS
  ON GAL. STIRRUPS

  GF FL
  0

                                ELEVATION 4
                      4          1 : 100
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                       PROJECT:
                                                                                                                                                                                                                                 5       A3                                                                                           THEY ACCURATELY DEPICT THE HOUSE FOR
                                                               CUSTOM                             ASPECT HOUSE                        CHANDLER, Amelia & Carl                   Material Change of Use - Type 3 Rural                            *   AK   RW   PRELIMINARY DRAWINGS                                        19/12/19
                                                                                                                                                                                                                                                                                                                                      CONSTRUCTION.
                                                                                                                                                                                                                               JOB NUMBER:       A   AK   RW   DWELLINGS RELOCATED ON SITE                                 28/01/20
                                                                                                     PLANS                                                                      Visitor, short term accommodation.             GJGSCN 190219b    B   AK   RW   UNITS RELOCATED ON SITE                                     05/02/20
                                                                                                                                                                                                                                                                                                                                      JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                      PRECEDENCE OVER THESE PLANS.
              GJG NOOSA                                                                                                               DRAWING TITLE:                            LOT 7 ON RP 858525                             SALESPERSON:      C   AK   RW   OVERLAYS ADDED                                              10/02/20

                 QLD                                                                                  QLD                                                                       292 ILLOURA PLACE                              Chris McNeil      D   AK   RW   UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE                  09/07/20   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                DATE:             E   AK   RW   5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE   11/08/20   OWNER SIGNED: ............................... DATE: ..........
             QBCC 1303975                                 TO G.J.GARDNER HOMES                     QBCC 1257937                   ELEVATIONS                                    COOROIBAH, QLD                                 11/08/2020                                                                                             BUILDER SIGNED: .............................   DATE: ..........

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