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Attachment A -Approved Plans

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Plans and drawings

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                                                                                       wn
                                                                                    99a
                                                                                10.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.7
                                                                                                                                                                                                                                      1.78




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2tw
                       -
        NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.06
        APPROVED PLAN                                                                                                                                                                                                                                                                                                                                                                                                          1.83
    51983.3225.06 12 MAY 2016
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Existing Tree
                                                                                                                                                                                                                                                                               grated                                                                                                                                          1.98
                                                                                                                                                                                                                                                                               SW pit                                                                                                                                                                                                                                                            garden
                                                                                                                                                                                                                                                                                                                                                                                                                   0'                                   2.13




                                                                                                                                                                                                                                                                                                                                                                                                                                      DA.09
                                                                                                                                                                                                                                                                               1.77LL
                                                                                                                                                                                                                                                                                                                                                                                                                0°0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.6
                                                                                                                                        ry




                                                                                                                                                                                                                                                                                                                                                                                                                                       B
                                                                                                                                     nda                                                                                                                                                                                                                                      3.73
                                                                                                                                                                                                                                                                                                                                                                                                            / 18
                                                                                                                                    u




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                         1tf                                      Bo                                                                                                                                                                                                                                                            400
                                                                                      3.2
                                                                                                                             Site                                                                                                                                                                                                                                                           11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              / 27
                                                                                                                                                                     2,131                                                               1,600
                                                                                                                                                                                            200                                          1,200                             200                                                                                                  2.08                                                                                                                                                           2.46




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0°0
                                                                                                     3                                                                                                                                                                                                                                                                                        1
                                                                                                  1.8                                                                                                                                                                                                             1.79                                                                      DA.12
                                                                                                                                                                                                                                         9.48                                                                                                                                                                                              existing roof outline dotted




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     '
                                                                                                                                                                                      Existing encroachment
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1,996




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3tw
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1,098
                                                                                                                                                                                                                                                                                                 2.21                                 existing building outline dotted                                                                                                            1,500
                                                                                                                                                                                                                                       2.21
                                                                                                                                                                          3.   73t
                                                                                                                                                                                  w                                                                                                                                                                          2,460                             UNIT 15                                        1,530                       1,010                  600
                                                                                                                                                                               E




                                                                                                                 1,150 200
                                                                                                                                                                         t
                                                                                                                                                                      dui                                                                2.21
                                                    1.85                                                                                                           con                                                                                                                                                                                            b




                                                                                                         1,550
                                                                                                                                     2.18                                        Screen                                                              Lift




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1,000
                                                                                                                                                                                                                                                                                                                                                                                wc
                               C                                                                                                                                                                                                                                                                                                                                                                                                      Up              Entry                                                                           COMMON AREA
                              DA.10         1.85
                                                                   Existing path to             1.84                            2.11                                                                                                                                                                                                                        Bathroom
                                                                   Hastings Street                                                                                                                                                                                                                                                                                                                                                                       +2.4
                                                                                                                                                                                                                                                                                                                   Shower                                                        +2.4




                                                                                                                             0.8 00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.11



                                                                                                                              90°
                                                                                                                                00
                                                                                                                                                                   Drying




                                                                                                                                               1,500
                                                                                                                 200
                                                            h
                                                         pat                                                                                                                                                                                                                                                                                                                                  5,870                                                                                                                    2.25
                                                      ed




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1,000
                                                   pav                                                                                                             +2.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                               lvrs
                                                                                         3tw




                                                                                                                                                                                                                                                                                                                                                                 2,700
                     1.87
                                                                                      3.7




                                                                                                                                                                   2.33                                                                                                                                                                                                                                                                                                gate                                                   2.18
                                     1.87
                                                                         0'                              Extg Tree
                                                                    180°0                                                                                                                                                                                                                                   Laundry                                         dr           wm
                                                                   / 1.84                                                                                                                                                                                                                                                                                                             tub
                                                              00




                                                                                                                                                                                                                                                                                                                                                                                                    700
                                                                                         864




                                                           3.7
                                                                                                            2.11                                                                                                                                                                                                                                                                                                                                                              Intercom                                          2.11
                                                                                 1.96
                                                                       ce                                                                                                                                                                                                                                                                                 Garage                                                                                                                           2.19
                                                   1.83             fen                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.08
                                                               ling




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7.204 / 293°50'
                                                             pa




                                                                                                                                                                                              existing deck outline dotted
                       1.82
                                                                               1                      Terrace                                                                                                                                                                                                                                                    +2.4                                                                                                                                                                  1
                              1.80




                                                                                                                                                                                                                                                                                                                       existing building outline dotted
                                                                             DA.13                               +2.4                                                                                                                                                                                                                                                                                                                                                         2,030                                                  DA.11




                                                                                                                                                                                                                                                                               AC in bulkhead
                                                                                                                                       3,900




                                                                                                                                                                                                                               Desk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     existing concrete
                                                                                         Deck above




                              1.97                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   vehicle crossing
                                                                                                                                                       slider xo




                                                                                                                                                                                                                                                                                                                                                                                                    3,100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.08
                                                                                                                             3,000




                     2.01      A
                                                                       '
                                                                    °00




                              DA.08
                                                                  90




                                                                                                                                                                                                                                                                                                Store / Shelves
                                                                                        2.02
                                                                /




                                                                                                                                                                                                                                                                            shelves
                                                                        25




                                                                                                                                               lvrs




                                                                                                                                                                                                                                    Study
                                                                     4.0




              2.29                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.18
                                                                                                                                                                                                                                      +2.4                                                                                                                                                                                                                                                                              2.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                               gate
                                 2.08                                                 540
                                                                                                                              1,800                                                        3,200                                                                                                                                                                                                                                                                                  2.20                                        2.09
                                                                     2.19                                                                                                                                                                                                                                    2.22co                                                       edge of path                                2.23co




                                                                                                                                                                                                                                                                                                                                                                                                                                                  600
                                                                                                                                                                                          2.15                                                                                                                                                                      1                                                                                                             2.28
                                                                                                                                                                                                                                                                                                                                                                  DA.14       13.325 / 23°50'                                                                                         2.29
                                                                                                                     2.23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.73tw
                                 2.16                                                                                                                                                                                                                         existing roof outline encroachment dotted                                                                                                       9.45tog                                                  Existing Tree
                                                                                                                                                                                                                                                                                                                                                                               2.21
                                                                   2.16                                                                                                                                                                                                                         2.19
                                                                                                         Existing Tree
                                                                                                                                                                                                                                                                                                                                                            Existing Tree                                                                                                  2.36
                                                                                                                                                                                                                             2.19                                                                                                                                                                              2.29
                 1          Ground Floor                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.20

                 -                  1:50                                                                                                                                  Existing glolden cane


             Rev     Date             Description                                      Use figured dimensions
                                                                                                                                                                                                                                                                                       07 5471 0340
                                                                                                                                                                                                                                                                                       07 5471 0343
                                                                                                                                                                                                                                                                                       0418 876 394
                                                                                                                                                                                                                                                                                       0412 127 904
                                                                                                                                                                                                                                                                      Email [email protected]
                                                                                                                                                                                                                                                                              www.barkdesign.com.au


                                                                                                                                                                                                                                                                                                                   Australia 4567
                                                                                                                                                                                                                                                                                                                   Noosa Heads
                                                                                                                                                                                                                                             Bark Design Architects




                                                                                                                                                                                                                                                                                                                                                                                            Project                                               Drawing Title                                                           Project No.
             A       20.01.16         Prepared for Noosa Council pre-lodgement meeting in preference to scale. All
             B       15.02.16         For Client Review
                                                                                       dimensions to be varified
                                                                                       and checked on site.                                                                                                                                                                                                                                                                                 The Hastings,                                         Ground Floor                                                                                        1524
             C       23.02.16         For Development Application                      These designs,drawings,
                                                                                       specifications and the
                                                                                                                                                                                                                                                                                                                                                                                            Unit 15                                               Plan                                                                    Drawing No.
                                                                                       copyright thereof are the                                                               RAIA Member                                       28409                                                                                                                                                      30 Hastings St                                                                                                                                       DA.04
                                                                                       property of Bark Design
                                                                                                                                                                                                                                                                                                                                                                                            Noosa Heads Qld 4567                                  Drawn By:     PT
                                                                                                                                                                                                                                                                      Steve Guthrie




                                                                                       Pty Ltd and must not be
                                                                                                                                                                                                                                                                                                                   PO Box 1355
                                                                                                                                                                                                                                                                      Lindy Atkin




                                                                                       used, retained or copied
                                                                                                                                                                                                                                                                                                                   Queensland




                                                                                                                                                                                                                                                                                                                                                                                            Helen & George Proos                                  Approved By: LA
                                                                                                                                                                                                                                                                      Telephone




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Revision
                                                                                                                                                                                                                                                                      Facsimile




                                                                                       without     the    written                                                              Architects                                    3664 (LA)
                                                                                       authority of Bark Design                                                                Registration No.                              3668 (SG)                                                                                                                                                      Date   February 2016                                  Scale:    1:50 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                                                      Web




                                                                                       Pty Ltd.
Document Set ID: 21304948
Version: 2, Version Date: 25/11/2020
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