Skip to the record
Search everything, all in one place.

Original source · versioned page text

Updated Plans

of 16

Page text shows just the words. Original shows the document exactly as it was published.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
    SITE NOTES:
    POSITION OF DWELLING TO BE CONFIRMED BY                                                                                                                                                                                                                                                                                                                                              N
    CLIENT PRIOR TO ANY SITE WORKS                                                                                                                                                                                                                                                                                                 49




                                                                                                                                                                                                                                                                                                                                        11 43
                                                                                                                                                                                                                                                                                                                               7




                                                                                                                                                                                                                                                                                                                                         17
                                                                                                                                                                                                                                                                                                                            13




                                                                                                                                                                                                                                                                                                                                          .4
                                                                                                                                                                                                                                                                                                                                            8°

                                                                                                                                                                                                                                                                                                                                             30 40" 2 0
    ALL STORM WATER, DOWN PIPES, RAIN WATER
                                                                                                                                                                                                                                                                                                                6   11




                                                                                                                                                                                                                                                                                                                                               m
    TANKS & SITE DRAINAGE TO BE SIZED & LOCATED                                                                                                                                                                                                                                                              11




                                                                                                                                                                                                                                                                                                                                                '
    BY THE HYDRAULIC CONSULTANT/PLUMBER IN




                                                                                                                                                                                                                                                                                                  60 p
    ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2




                                                                                                                                                                                                                                                                                                   om




                                                                                                                                                                                                                                                                                                                                                    1 5 .1 5
                                                                                                                                                                                                                                                                                                    00
                                                                                                                                                                                                                                                                                                                                             0
    AND QDC MP4.2/LOCAL PLANNING SCHEME
                                                                                                                                                                                                                                                                                                                                        1000




                                                                                                                                                                                                                                                                                                                                                        1° 03




                                                                                                                                                                                                                                                                                                                                                                      1 2 3 0' 2
                                                                                                                                                                                                                                                                                                                                                                      18
    HOUSE CODE                                                                                                                                                                              PROPOSED RELATIVES                                                                                                                           om p




                                                                                                                                                                                                                                                                                                                                                                         .4 2
                                                                                                                                                                                                                                                                                                                                                             0m

                                                                                                                                                                                                                                                                                                                                                                          6°
                                                                                                                                                                                                                                                                                                                                                              ' 00"
                                                                                                                                                                                                RESIDENCE




                                                                                                                                                                                                                                                                                                                                                                              6m "
    BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
    MANHOLE POSITIONS MATCH THOSE AS SHOWN                                                                                                                                                                                                                       PAD LEVEL 22.125m




                                                                                                                                                                                                                                                                                                                                                                                 0
    BASED ON LOCAL AUTHORITY DOCUMENTS. ANY                                                                                                                                                                                                                         FFL 22.375m                                                                                     7 .8 2
    DISCREPANCIES MUST BE BROUGHT TO THE
                                                                                                                                                                                                                                                                                                                                                                           8m
                                                                                                                                                                                                                                                                                                                                                                  141°
    ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND                                                                                                                                                                                                                                                                                                                         30' 2
                                                                                                                                                                                                                                                                                                                                                                             0"
    RESOLVED PRIOR TO COMMENCEMENT OF
    CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                                                                             E
    BUILDER TO DETERMINE APPROPRIATE




                                                                                                                                                                                                                                                                                                                                                                                                    AN
    PLATFORMING METHOD ON SITE PRIOR TO
    COMMENCEMENT OF ANY WORKS. FINISHED
    FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                  L
    AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
    COMPLY WITH NCC VOL 2 3.1.2.3




                                                                                                                                                                                                                                                                                                                                                                                                O
    THE FINISHED SURFACE IMMEDIATELY




                                                                                                                                                                                                                                                                                                                                                                                                            O
    SURROUNDING THE BUILDINGS TO COMPLY WITH                                                                                                                         m
    NCC VOL2, 3.1.3.                                                                                                                                             15
                                                                                                                                                             4 .1 ' 0 0 "




                                                                                                                                                                                                                                                                                                                                                                                                                   AL
                                                                                                                                                         3 1       2
    SURFACE DRAINAGE IS TO DISCHARGE EVENLY                                                                                                                     °0
                                                                                                                                                            94
    WITHIN THE SITE AND WITHOUT NUISANCE TO




                                                                                                                                                                                                                                                                                                                                                                                                                 D
    ADJOINING PROPERTIES.




                                                                                                                                                                                                                                                                                                                                                                                                               N
    ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID




                                                                                                                                                                                                                                                                                                                                                                                                             A
    THE PONDING OF WATER.




                                                                                                                                                                                                                                                                                                                                                                                                                           D
    CUT AND FILL BATTERS NOT TO EXCEED A
    MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
    THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
    CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
    SLOPING SITES.

    1000 MAXIMUM HIGH TIMBER RETAINING WALLS




                                                                                                                                                                                                                                                                                                                                                                                                           1 54
                                                                                                                                                                                                                                                                                                                                                                                                           1 97
    WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO




                                                                                                                                                                                                                                                                                                                                                                                                                .745
    STORMWATER LINE) AND GRANULAR BACKFILL




                                                                                                                                                                                                                                                                                                                                                                                                                 ° 18
                                                                                                                                                                                                                             N




                                                                                                                                                                                            B
                                                                                                                                                                                            T
                                                                                                                                                                                            A
                                                                                                                                                                                            M
                                                                                                                                                                                            H
                                                                                                                                                                                            N a
                                                                                                                                                                                            P tso
                                                                                                                                                                                                 D
                                                                                                                                                                                                 1
                                                                                                                                                                                                 3
                                                                                                                                                                                                 ln
                                                                                                                                                                                                  4
                                                                                                                                                                                                  ie
                                                                                                                                                                                                   K
                                                                                                                                                                                                   R "0
                                                                                                                                                                                                rN
                                                                                                                                                                                                 2
                                                                                                                                                                                                 G
                                                                                                                                                                                                 1
                                                                                                                                                                                                 P
                                                                                                                                                                                                 0&
                                                                                                                                                                                                  pW 'e
                                                                                                                                                                                              5
                                                                                                                                                                                              .1 6
                                                                                                                                                                                                      'o
                                                                                                                                                                                                       2
                                                                                                                                                                                                       l°a
                                                                                                                                                                                                         36d
                                                                                                                                                                                                           8n1#
                                                                                                                                                                                                              F
                                                                                                                                                                                                              u D
                                                                                                                                                                                                         c3
                                                                                                                                                                                                          °0
                                                                                                                                                                                                           n
                                                                                                                                                                                                           1
                                                                                                                                                                                                           F
                                                                                                                                                                                                           rLG
                                                                                                                                                                                                             5
                                                                                                                                                                                                             ia
                                                                                                                                                                                                              6
                                                                                                                                                                                                              7
                                                                                                                                                                                                              b
                                                                                                                                                                                                              8
                                                                                                                                                                                                              M
                                                                                                                                                                                                              9
                                                                                                                                                                                                              y
                                                                                                                                                                                                              t/d
                                                                                                                                                                                                                m t'.3
                                                                                                                                                                                                         2.4  1 .1k34 e
                                                                                                                                                                                                           05.2437 8          .2
                                                                                                                                                                                                                               7                rP
                                                                                                                                                                                                                                                n aeclo sle ya




                                                                                                                                                                                                                       d n
                                                                                                                                                                                                                         o2
                                                                                                                                                                                                                          Fu7
                                                                                                                                                                                                                            1
                                                                                                                                                                                                                     e
                                                                                                                                                                                                                     °49
                                                                                                                                                                                                                       86
                                                                                                                                                                                                                        o
                                                                                                                                                                                                                        72
                                                                                                                                                                                                                         1P
                                                                                                                                                                                                                          T
                                                                                                                                                                                                                          a
                                                                                                                                                                                                                          s0
                                                                                                                                                                                                                           w
                                                                                                                                                                                                                           rl v
                                                                                                                                                                                                                 24.507 0
                                                                                                                                                                                                                 1      .5"2'°17 0
                                                                                                                                                                                                                               3
                                                                                                                                                                                                                               4  97 t5
                                                                                                                                                                                                                                 .5
                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                  2   .2
                                                                                                                                                                                                                                      e  G
                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                         &
                                                                                                                                                                                                                                       kc0We
                                                                                                                                                                                                                                         i7 F      ve /w
                                                                                                                                                                                                                                                   a
                                                                                                                                                                                                                                             i cklrT
                                                                                                                                                                                                                                            rS             riD
                                                                                                                                                                                                                                                          ve




                                                                                                                                                                                                                              ir7
                                                                                                                                                                                                                                e
                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                o
                                                                                                                                                                                                                                P
                                                                                                                                                                                                                                l
                                                                                                                                                                                                                              "0l
                                                                                                                                                                                                                        5
                                                                                                                                                                                                                        .2 .0     5
                                                                                                                                                                                                                                  6P
                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                   7




    BEHIND, TO BE WHOLLY CONTAINED WITHIN THE




                                                                                                                                                                                                                                                                                                                                                                                                                      ' 00 "
    SITE ONLY IF INDICATED ON THE PLANS.




                                                                                                                                                                                                                                                                                                                                                                                                                       m
    THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
    OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
    ABOVE FINISHED GROUND LEVEL, ONLY IF
    INDICATED ON THE PLANS AND TO LOCAL
    AUTHORITY APPROVAL.
                                           7 7 0' 0
                                              0°
                                              .0 0
                                                  0
                                                   0m "
                                                     0




                                                                                                                                                                                                                                                                                  m
                                                                                                                                                                                                                                                                      157.710                                                                                         REAL PROPERTY DESCRIPTION:
                                                                                                                                                                                                                                                                          ° 1 6 ' 0 0"
                                                                                                                                                                                                                                                                      297
                                                                                                                                                                                                                                                                                                                                                                      LOT 9                        ON RP: 908915
                                                                                                                                                                                                                                                                                                                                                                      SITE AREA                    41590m²
                                                                                                                                                                                                                                                                                                                                                                      LOCALITY                     COOTHARABA
              SITE PLAN - OVERALL                                                             m                                                                                                                                                                                                                                                                       LOC. GOV.                    NOOSA S.C.
                                                                                   141.090
               1 : 1000                                                                 1 6 ' 0 0"
                                                                                   297°

© 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: PROPOSED REL. RESIDENCE                                                                          2      A3                                                                                  THEY ACCURATELY DEPICT THE HOUSE FOR
                                                          CUSTOM PLAN                                ASPECT HOUSE                MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                                                                         *     DS        RW PRELIMINARY DRAWINGS                           16/02/21
                                                                                                                                                                                                                                                                                                                                                                                      CONSTRUCTION.
                                                                                                                                                                                                                                                                                         JOB NUMBER:     A     DS        RW MINOR AMENDMENTS                               04/03/21
                                                                                                        PLANS                                                                   LOT 9 ON RP908915                                                                                        GJGSCN190273    B     AK        RW SURVEY & CONTOURS ADDED                        11/03/21
                                                                                                                                                                                                                                                                                                                                                                                      JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                      PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                       BEACH FACADE                                                                                                    8 DANDALOO LANE                                                                                          SALESPERSON:    C    RW         RW CONSTRUCTION DRAWINGS                          13/03/21
                                                                                                                                 DRAWING TITLE:
               QLD                                                                                      QLD                                                                     COOTHARABA, QLD                                                                                          CHRIS MCNEIL    D    RW         RW JOB NUMBER CORRECTION                          17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                          DATE:                                                                                        OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                   TO G.J.GARDNER HOMES                       QBCC 1257937               SITE PLAN - OVERALL                                                                                                                                      17/04/2021                                                                                   BUILDER SIGNED: .............................   DATE: ..........
Log in to download the original file

Updated Plans.pdf · 2.2 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

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

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