2018 12 10 amended Decision Notice

Noosa Council documents



                                                                                                           -

                                                                                           NOOSA COUNCIL
                                                                                           APPROVED PLAN
                                                                                        MCU14/0053.01 4 DEC 2018



                                                                                                                                                          1.84

                                                                                                                                                                                                                                                                     ADJACENT SHOP
                                                                                                                                                                                                          2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CP
                                                                                                                                                                                                             0
                                                                                                                                                                                              WM                 2.01
                                                                                                                                             1.84

                                                                                                                                                                                                                                                                                                                                                                                                  90° 00' 00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUP103167

                                                                                                                                                                                                                                   2.07           2.13                                                                                                   90°0'          30.958
                                                                                                                                                                                                          ECB                                                                                                                                                                                                                                                            2.60
                                                                                                                                                                                                                Paved Surface
                                                                                                                                                                                                                                                                                                       6                                                                                           30.958 m                            2.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                2.34




                                                                                                                                                                                               333 213 m
                                                                                                                                                                                                                                                                                                  N21827
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.69




                                                                                                                                                                                                 11.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Melaleuca




                                                                                                                                                                                                  °4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.95
                                                                                                                                                                                  1.97




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  180° 00' 00"


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.56
                                                                                                                                                                                                     6' 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.45
                                                                                                                                                                                                   FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.058 m
                                                                                                                                                                    1.96
                                                                                                                                                                                                                                                                             PROPOSED




                                                                                                                                                                                                         5"
                                                                                                                                                NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Melaleuca




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            180°0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.058
                                                                                                                                                                                                                                                                             RENOVATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Wall
                                                                                                                                                                                                                          11.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           nne
                                                                                                                                                  OS
                                                                                                                                                                                                                                                              FL




                                                                                                                                                                                                                              13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ing




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Cha
                                                                                                                                                                           2.0
                                                                                                                                                                                                                                                              2.62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               etain
                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                              2.33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       &
                                                                                                                                                    AD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Kerb
                                                                                                                                                                                                                                                                             No 15 NOOSA DRIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            crete
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Melaleuca




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                crete
                                                                                                                                                      RIV
                                                                                                                                                                                                                                                                                                                                                                                                                               2.44




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Con



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Con
                                                                                                                                                                                                                  2.06


                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.14


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.00
                                                                                                                                                                                                                                          WM                                                                                                                                                                                                          Large

                                                                                                                                                                                                   2.10
                                                                                                                                                                                                                         ELP
                                                                                                                                                                                                                                                                                       2.42
                                                                                                                                                                                                                                                                                                       Paved Path
                                                                                                                                                                                                                                                                                                                           2.60                 270°0'
                                                                                                                                                                                                                                                                                                                                                                                  2.76
                                                                                                                                                                                                                                                                                                                                                                                                      270° 00' 00"
                                                                                                                                                                                                                                                                                                                                                                                                Melaleuca
                                                                                                                                                                                                                                                                                                                                                                                                                           Melaleuca                 Eucalypt



                                                                                                                                                                                                                                                                                                                                                26.003                   2.79                                                                                            3.21

                                                                                                                                                                                                                                                       2.23                     2.39
                                                                                                                                                                                                                                                                                                                                                                                                            26.003 m            Concr
                                                                                                                                                                                                                                                                                                                                                                                                                                     ete Ret
                                                                                                                                                                                                                                                                                                                                                                                                                                            ai   ning W
                                                                                                                                                                                                                                                                                                                                                                                                                                                       all

                                                                                                                                                                                                                                                                                                                                                                                                                    3.21                              3.96           4.12
                                                                                                                                                                                                                                                      WV                                                                                             ILS/150                      SMH
                                                                                                                                                                                                                                                                       ELP                                                                               1.34                     3.24                              3.54
                                                                                                                                                                                                                                                                                                                                  3.13                                                                                       3.95
                                                                                                                                                                                                                                                                         2.54
                                                                                                                                                                                                                                                                                       Concrete Kerb & Channel

                                                                                                                                                                                                                                                                                                                                                                                            ILS
                                                                                                                                                                                                                                                                                                                                                                                           2.5 /15




                                                                                                                                                                                                                                                                                                                                                                        ILS/150
                                                                                                                                                                                                                                                                                                                                                                 1.36
                                                                                                                                                                                                                                                                                                                                                                                              7 0


                                                                                                                                                                                              2.20

                                                                                                                                                                                                                   2.19
                                                                                                                                                                                                                                                                             EXISTING DRIVEWAY
                                                                                                                                                                                            nnel




                                                                                                                                                                                                                                          Site Benchmark
                                                                                                                                                                                     ete Cha




                                                                                                                                                                                                                                          Screw in Conc.
                                                                                                                                                                                                                                          2.275                                                                                                          3.21
                                                                                                                                                                                    Concr




                                                                                                                                                                                                                                                                       2.37              2.53                 2.72                   2.95                                                3.51
                                                                                                                                                                                                                                               2.43
                                                                                                                                                                                                                                                                                                                                                                                                             3.91




                                                                                                                                                                                                                                                                                                                                         3.00
                                                                                                                                                                                                                                                                             EXISTING CAR PARKING SPACES
                                                                                                                                                                                                                                                                                              2 Hour    Car    Parking



                                                                                                                                                                           2.11                    2.13
                                                                                                                                                                                                                                                                                                                                                                                                                                         NORTH
                                                                                                                                                                                                                                                                                                                                                                                                             4.02


                                                                                                                                                                                                                                                                                                                    Concrete Kerb          & Channel
                                                                                                                                                                                                                                                      2.41
                                                                                                                                                                                                                                                                                                                                     3.08                                                                   4.02




                                                                                                                                    1 SITE
                                                                                                                                      1 : 200
                                                                                                                                              PLAN


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SITE COVER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          % SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Name                Area             COVER
 F:\Dropbox\Dropbox Projects\1142 The Post Office Noosa\1142 Post Office DA.rvt




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Site Area           286.48           0.00%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Site Cover          128.90           44.99%



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING TITLE
                                                                                  REV    DATE                   DESCRIPTION                         SPECIFICATION NOTES
                                                                                   1     13-2-18 ISSUED FOR COUNCIL COMMENT                         1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
                                                                                                                                                                                                                                                             PROPOSED SHOP ADDITIONS                                                                                                                                                                                                                      TEL: (07) 5455 3651                    SITE PLAN
                                                                                   2     21-2-18 BUILDING AREA ADJUSTED & POSSIBLE PARKING
                                                                                                 SHOWN
                                                                                                                                                    READINGS
                                                                                                                                                    2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
                                                                                                                                                    COMMENCING FABRICATION
                                                                                                                                                    3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF                                                                                                                                                                                                                                                                                               [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A3
                                                                                                                                                    AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
                                                                                   A      2-3-18 ISSUED FOR MINOR CHANGE APPLICATION                                                                                                                                                                                                                                                                                                                                                                      WWW.SOULSPACE.COM.AU                   DRAWN           PROJECT No   PLOT DATE       SCALE

                                                                                   B     12-9-18 ISSUED FOR DA
                                                                                                                                                    REQUIREMENTS
                                                                                                                                                    4. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF                                         LOT6 on N21827                                                                                                                                                                                                                                                                      Paul Hindes 1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13/09/2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 : 200
                                                                                                                                                    HINGES TO ALLOW THE DOOR TO BE REMOVED WHEN CLOSED.                                                                                                                                                                                                                                                                                                   QBSA Lic 1160074 ‐ ABN 81600841459                                  15:58:33
                                                                                                                                                    5. REFER ANY ERRORS TO THE DESIGNER BEFORE COMMENCEMENT OF
                                                                                                                                                    CONSTRUCTION
                                                                                                                                                                                                                                                             15 NOOSA DRIVE, NOOSA HEADS                                                                                                                                                                                                                  23 PALUMA ST SUNRISE BEACH QLD 4567
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING No                                   REVISION

                                                                                                                                                    6. THIS DRAWING IS COPYRIGHT AND MUST NOT BE RETAINED, COPIED OR
                                                                                                                                                    USED WITHOUT THE CONSENT OF THE AUTHOR.                                                                  FOR CAMMERAY INVESTMENTS PTY LTD                                                                                                                       Resort Style Residential and Commercial Designs by Paul Hindes                                                               DA 101                                       B
Document Set ID: 20744558
Version: 2, Version Date: 10/12/2018                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Print Date: 12 December 2018, 1:13 PM