Design plans · 51993.564.01

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  owner responsibility notes:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -it is the responsibility of the owner to provide all weather access to building site
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -it is the responsibility of the owner to undertake tree removal, including obtaining associated permits, and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  to provide a site clear of any vegetation
 site notes:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      or debris to satisfaction of builder prior to commencement of site works
 -position of dwelling to be confirmed by client prior to any                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -it is the responsibility of the owner to undertake removal of any site spoil/stock piles to the satisfaction of
 site works                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       the builder prior to commencement
 -all storm water, down pipes, rain water tanks & site                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            of building works or a variation will be incurred for associated costs
 drainage to be sized & located by the hydraulic                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  - any walls constructed on the boundary, will require the client/s
 consultant/plumber in accordance with ncc vol 2 3.1.3.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          to remove the boundary fence prior to construction
 & 3.5.2 and qdc mp4.2/local planning scheme house
 code
 -builder to ensure that actual sewer line and manhole
 positions match those as shown -based on local authority
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            78
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.
 documents. any discrepancies must be brought to the                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              note: all windows and gates opening into pool enclosure to comply with pool safety requirements (all louvres
 attention of builder and resolved prior to commencement                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T1   max, 100mm blades) pool fencing to specialist contractors specifications - plans shown indicative only.
 of construction
 -builder to determine appropriate platforming method on                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          pool fencing must comply with australian standard as 1926.1 & qdc part 3.4.
 site prior to commencement of any works. finished floor                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            fencing to be minimum 1200mm high with self-closing gate as per requirements. provide resuscitation sign.
 level is to be above the minimum level as per local                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              provide pool fencing certificate(s).
 authorities requirements & to comply with ncc vol 2
 3.1.2.3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          pool safety barriers must comply with the building act 1975, building regulation 2006, qdc mp3.4 -
 -the finished surface immediately surrounding the                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 swimming & pool barriers and australian standards as 1926.1 & as 1926.2.
 buildings to comply with ncc vol2, 3.1.3.
 -surface drainage is to discharge evenly within the site
 and without nuisance to adjoining properties.
 -all sub-floor areas must be graded to avoid the ponding
 of water.
 -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                                                                                                                                                            231°46'10"

 also to ncc clause 3.2.2.4 for slab edge support on                                                                                                                                                                        35.002
 sloping sites.
 -1000 maximum high timber retaining walls with 65∅ ag
 pipe behind (to discharge to stormwater line) and
 granular backfill behind, to be wholly contained within the
 site only if indicated on the plans.
 -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.

 all proposed finished floor levels to be checked and
                                                               '0"




 verified
                                                          1°7

                                                                      0
                                                                     .50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
 on site to comply with minimum building requirements,
                                                          17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         14
                                                                 12




                                                                                                                                                                                                                                                                                                                                    4.940




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.
                                                                       5                                                                                                                                                                                                                                                                                                                                                                                      2.140
 flood levels                                                                 68




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    322°56'15"
                                                                           2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        13.501
                                                                                                                                                                                                                                                                                                                                                                                                                                     5
 and local council regulations, prior to construction                                                                                                                                                                                                                                                                                                            04
                                                                                                                                                                                                                                                                                                                                                                                                                                         2.
                                                                                                                                                                                                                                                                                                                                                                                                                                           25
                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                      2.
                                                          8
                                                              2.
                                                                67                                                                                                                                                       UNIT 2
 sewerage to local council design roof water to discharge                                                                                                                                                        NEIGHBOURING DWELLING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.
 into rainwater tank and overflow into existing council                                                                                                                                                                                    7.594
 system                                                                                                                       7.626                                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                      6.947                                                                                                                                                                                                                                                                  95
                                                                                                                                                                                                                                          7.607 7.591                                                                                                                                                        6                                                                                             1.
                                                                                                                                                                                                                                                                                                                                                                                                                   28
                                                                                                                                                                                            2
                                                                                                                                                                                                  50
                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                           37
                                                                                                                                                                                                                                                                                                                                                6                                                                2.
                                                                                                                                                                                                9.                                                       6.                                                                                   387
                                                                                                                                                                                                                                                                                                                                           6.41
                                               0                                  0                                                                                                                                                                                                                                                        2.
                                                     66                                 43                                                                        EXISTING PARTY WALL                                                                              EXISTING PARTY WALL
 note: built-to-boundary allotments only -         2.                                 2.
                                                                                                                                  5
                                                                                                                                612.54963
                                                                                                                                          6   2.544                                                                                       5
                                                                                                                                                                                                                                                21
 surveyor setout required, and certificate to be submitted                                                                                                                                                                                     8.
                                                                                             1
                                                                                                   48                         7.     7.
                                                                                                 2.
                                                                                                                                            7.619
 to building certifier prior to final approval. ensure no                                                                         54
                                                                                                                                   4 7.6117.6
                                                                                                                                           7.61115
                                                                                                                              2.
 encroachment over boundary, including gutter                                                           1
                                                                                                            2.
                                                                                                              43                 2.543     2.551                                                                                          4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.162
                                                                                                                                                                                                                 7
                                                                                                                                                                                                                       70                       70
                                                                                                                                                                                                                     8.                       8.

                                                                                                                                                                                                                 UNIT 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 224°20'5

                                                                                                                                                                                                                                                                                                                                                                                                                 5,973
                                                                                                                                                                                                                                                                                                                                                                                                         8                                                                                                                                   "
                                                                                                                                                                                                                                                                                                                                                                                                               34
 note: all windows and gates opening into                                                                                                                                                                   SUBJECT DWELLING
                                                                                                                                                                                                                                                                            5       69                                                      1                                                                2.                                                       2.
                                                                                                                              PROPOSED                                                                                                                                            50 .5                                                           46                                                                                                                    17                                                                        17.496
 pool enclosure to comply with pool safety                                                                                    ALFRESCO
                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                                                                19
                                                                                                                                                                                                                                                                                2. 2                                                            2.                                                                                                                1

 requirements (all louvres max, 100mm blades) pool                                                                                                                                                                                                                           FF
                                                                                                                                                                                                                                                                               L
 fencing to specialist contractors specifications - plans                                                                      7               3                                                                                                                                      4.936                                          4.9
                                                                                                                                                                                                                                                                                                                                     4.824
 shown indicative only.                                                                                                             65            .6
                                                                                                                                                     2                                                                                                                                      9                                            71
                                                                                                                                  7.                     6.9817                                  6.763                                                                                          2.
                                                                                                                                                                                                                                                                                                  48                                                                                                                                                                     1.965 2.050
                                                                                                                      87




                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                               46
                                                                                                                                                                                        3                                                                                                                                    2.
                                                                                                                                                                                     54
                                                                                                                   1,8




                                                                                                                                         7.623                                     2.                                                7.585           7.574
 all existing sewers and easements on site
 should be located prior to construction
                                                                                                                                                                                                                                                                                     4.900
                                                                                                                                                                                                                                                                                        36                                          4.902




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         328°0'0"
                                                                                                                                             66




                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.679
                                                                                                                                                  4.947               4.947                                                                                                                                    PROPOSED CARPORT                 4
                                                                                                                                                                                                                                                                                                                                                      64
                                                                                                                                                                                                                                                                                                                                                    2.
                                                                                                                                          2,3




 note: original detail land survey                                                                                                                                            0
                                                                                                                                                                                  2.
                                                                                                                                                                                    54
 undertaken by: Cadcon                                                                                                                             33                                                                                                9
                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                       47                                                             1
                                                                                                                                              32.6                                                                                                         43                        2.                                                                     46                                                                  8
                                                                                                                                                                                                                                                                                                                                                                                                                                      40
                                                                                                                                                                                                                                                         2.                                                                                               2.                                               0                        2.
                                                                                                                                                       5"                                                                                                                                                                                                                                                        48
                                                                                                                                                  34'2                5.186                 5.171                                                                                                                                                                                                              2.
                                                                                                                                              75°
                                                                                                                                                                                                                                                                                                                                                                                                       5,18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3
                                                                                                                                                                      37




                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.982 2.062                                                              83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.

                                                                                                                                                                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                         4.947                                             4.937                     4.934
                                                                                                                                                                   1,6




                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.059




                                                                                                                                                                                                                                                                                                                                                                                                                                                           5"
                                                                                                                                                                                                                                                                                                                                                                                                 5,




                                                                                                                                                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                            41




                                                                                                                                                                                                                                                                                                                                                                                                                                                3.22

                                                                                                                                                                                                                                                                                                                                                                                                                                                       °0'4
                                                                                                                                                                                                                                                                          2.                                                                                                                                                                                                            1.981




                                                                                                                                                                                                                                                                                                                                                                                                   16




                                                                                                                                                                                                                                                                                                                                                                                                                                                    342
                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                2                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                                                      36                                                                                                                                                                                     83




                                                                                                                                                                                                                                                                                                                                                                                                                                                           328°0'0"
                                                                                                                                                                                                                                                                                                                                    2.                                                                                                                                                                                     1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                   6.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                2.065
                                                                                                                                                                                                                                                                                                                                                                            2                                                        3
                                                                                                                                                                                                                                                                                                                                                                         39                                                       22                              1.980
                                                                                                                                                                                                                                                                                                                                                                       2.                                                       2.
                                                                                                                                                                                                                                                                                                           5                                                                                                                       3.
                                                                                                                                                                                                                                                                                                                 28                                                                                                                   22
                                                                                                                                                                                                                                                                                                               2.
                                                                                                                                                                                                                                                                                                                                                     LARGE TREES TO FRONT CORNER                                        2.090 10°1'2 3
                                                                                                                                                                                                                                                                                                                                                        OF SITE TO BE REMOVED                                                       0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                1.989                                                  83
                                                                                                                                                                                                                                                                                                                                                                                                                        2.080                                                                        1.
                                                                                                                                                                                                                                                                                                                                                                                3.223
                                                                                                                                                                                                                                                                                                                        3.838                                                        38°1'5          6.000
                                                                                                                                                                                                                                                                                                                                                                                5"
                                                                                                                                                                                                                                                                                                                                                                                                     2.0
                                                                                                                                                                                                                                                                                                                                                                                                       73                      1.974
                                                                                                                                                                                                                                                                                                                      52°2'17"                                                                   52°2'55"

                                                                                                                                                                                                                                                                                                                                                                      2.062
                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                    2.006                       2.061                                                                                                                      837
                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                 1.947                                                 11..83

                                                                                                                                                                                                                                                                                                                           8                    1.939 .843                                                                      1
                                                                                                                                                                                                                                                                                                                        82                                                                                                   83                               T2
                                                                                                                                                                                                                                                                                                    1.887             1.1.933                          1                                                                  1. 08
                                                                                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                          2                               1.
                                                                                                                                                                                                                                                                                                                          5     7               1
                                                                                                                                                                                                                                                                                                                                                      82           81
                                                                                                                                                                                                                                                                                                                                                                     1                          82
                                                                                                                                                                                                                                                                                                6                       80 .80 8                    1.           1.                           1.
                                                                                                                                                                                                                                                                                                      81              1.    1 67
                                                                                                                                                                                                                                                                                                    1.                      1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5'3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2°4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6                26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           29

   SITE AREA SCHEDULE:

   SITE AREA:     759.3m2 (total)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               hws
   SITE COVER: EXISTING 215.5m2 (28.38%)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        hws
               PROPOSED ADDITION 43.8m2 (5.76%)
               PROPOSED TOTAL 259.3m2 (34.14%)
   COUNCIL:       NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             m/b


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0          1m                                                    5m




                                                                                                                           Revision                                                                                                                                                                                                                                                                                                                                                                                                                         Proposed Residence Address                                        Client                                   Scale
This plan shall remain the sole property of Suncoast Building Design and must not be                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1/10 Sunseeker Cl                                                 Noakes                                   1:200
given, lent, hired out or otherwise disposed of or copied without the written permission of                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Noosaville
Suncoast Building Design.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Drawn                                    Page No.
Note: all dimensions/engineer details and relevant information to be checked and
confirmed by builder /client. Suncoast Building Design does not take any responsibility                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MM/SB                                    2
after drawings have been checked and confirmed by builder/client or construction has                                                                                                                                                                                                                                    Suite 7 / 10 Grebe St, Peregian Beach                                                                                                                                         mob: 0401565629
commenced.                                                                                                                                                                                                                                                                                                             [email protected]                                                                                                                                                                                                  Job No.                                        Date               Stage                                    Drawing
                                                                                                                                                                                                                                                                                                                       www.suncoastbuildingdesign.com.au                                                                                                                                             mob: 0491289102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20.141                                         01.05.23           DA Approval                              Site Plan