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Council Decision Notice Response (1) · MCU23/0094

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     m   c
                                                       14.33                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Type: 150 PVC                                                                                                                                                                                   Booster Cabinet                                         SITE BOUNDARY                                                                                                                         SW MH:                                          DS IL:       : 150 PV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          T yp e
                               Site Benchmark                            14.27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IL: 7.10
                                  RL 14.23m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MH                                                                                                                                                                                                 Type: 150PVC
                                                                                                                                                                                                                                                                                                      12.43                                                          11.80                                                   11.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.89                                                                Concrete
                                                                                                                                                                                                                                13.03                            12.72
                                                                   MH                                                                                                          13.49                         13.20                                                                           MH                                                                                                                                                                                                                                        Driveway
                                                                                                                             13.98                                                                                                                     Concrete footpath                                                                                                                                                                                         PIT                     MH                                                                                                                                                                                                        MH 9.48
                                                                                                                                                                                                                                                                                                                                                                                                                            11.26                                                                                                                                                                                                                                                                                                                                                                 Concrete footpath
                                                                                                          14.14
                                                                                                                        Concrete footpath                     13.71                                            13.20                                                                              12.37                                                             11.79                                                                                                                              10.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Site Benchmark PIT                                                                                                                                                                    9.01
                                                                                                                                                                                                                                                                 12.69                                                                                                                                                      sign                                                                                                                                                                      RL 9.68m                                                                                                                                                                                                                                                                       MH                                                                    8.06
                                                                                                                                                                                                                                                                                                                       12.18                                                                           11.40                                 10.98                                                                                                                                                                                                                                                                      9.31                                                                                                                                                        8.50
                                                                                                                                                                                                                                             12.81                                                                                                                                                                                                                          sign                                                                                                     9.71                                                                                                                                                                                                               8.87
                                                                                                                                                                                                   13.22                                                                                                                                                                                                                       11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10                                                                                                                                                                                                                                                                                                                                                                                   nne
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10.32
                                                                                              14.21                                                  13.78                                                                                                                                                               12                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      cha8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.90
                                                                                                                                                                                                                   13                                                                                                                                              11.69                                                                                                                                                                                                                                                                                    9.47                                               9.22                                                                                                                                              8.53          sign
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              and
                                                                                                                                                                                                                                                                          12.40                                                                                                                                                             10.88
                                                                                                                                                                                                                                                              Kerb and channel                                                                                                                                                                                                                                             10.23                                                 SW Gully trap:                                                                             SW MH:                     SW MH:                                                            Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        b
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ker
                   14.54                                                                                     14                                                                                            13.13                                                                                                                                                                                                                                                                                                                                                                        IL: 8.27
              d




                            14.42                                                           14.10                                                    13.68                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IL: 8.146                   IL: 8.140                                                         *Plotted from records*
           an




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Type: 300 PVC                                                                       Type: 300 PVC                                                                                       IL: 7.65 (from records)                                                                                          8.26                         SW MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Type: 525 PVC
         isl




                                                                                                                                                                                                                   D r i v e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Type: 150 PVC                                                  SW MH:                                                                         IL: 5.86



                                                                                                                   H e a d l a n d
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Sewer MH:
        ic




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW MH:                                                  8.06
     aff




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   *Plotted from records*                                                                                                                IL: 7.05                                                                      Type: 600RCP
     Tr




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IL: 7.69 (from records)                                                                                                        Type:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.67450RCP                                IL: 7.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Type: 450RCP                                                                             8.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9.93                                                                                                   9.54                      Type: 150 PVC                                                                                                                                                        8.35
                                                                                                                                                                                                                                                                                                                                                                                                      11.41                                                                        10.63
                                             14.47                                                                                                                                                                                                                       12.58                                                                          11.84                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8.78
                   14.40            Traff                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Centreline of road
                                            ic isla                        14.26                                                                                                                                                    12.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            nd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.22
                                                      nd                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Traffic Isla
                                                                                                                                                                                                   13.29
                                                                                  14.24                                                         13.81                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.11

                                                                            14.25
                                                                                                                                                   Centreline of road
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8.35
                                                                                                                                                                                                                                                                       RC e c o *
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          Notes:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B L A C K                                                                                                                                             Project:                                                                                                                               Drawing Title:                                                                                                     Project No.                 Drawn By                  Drawing No.
                                                                                                                                                                                                                                                                                                  Rev         Date                 Description                                                                                                                                                                                                                                                                                                                                                    Use figured dimensions in preference to scale.                                                                                                                                                                       Contact information:
          1. These drawings represent a concept design for preliminary cost analysis (MAY 2023) and are NOT FOR CONSTRUCTION                                                                                                                                                                      S           11/12/2023           Key Safe Added                                                                                                                                                                                                                                                                                                                                                 All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                                  T           17/01/2024           Pool Adjusted                                                                                                                                                                                                                                                                                                                                                  site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PO Box 781 Tewantin Q 4565                                                        79 - 83 Eumundi Noosa Road                                                                                                             SITE PLAN                                                                                                          202327                      PT                        WD.0.05
          2. The drawings and diagrams provided herewith are NOT FOR CONSTRUCTION OR BUILDING APPROVAL and to be used for preliminary D&C tendering only.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Architect Registration # 5386 QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  and the copyright thereof are the property of                                                                                                                                                                                                                                                          For CAPITAL PRUDENTIAL
             Structure & Services coordination has not been undertaken.
                                                                                                                                                                                                                                                                                                  U
                                                                                                                                                                                                                                                                                                  V
                                                                                                                                                                                                                                                                                                              18/01/2024
                                                                                                                                                                                                                                                                                                              24/01/2024
                                                                                                                                                                                                                                                                                                                                   Pool Adjusted
                                                                                                                                                                                                                                                                                                                                   Council Decision Notice Response
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Blackwood and must not be used, retained or                                                                                                      W O O D                                                             Ph: 0416 037 424
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       [email protected]                                                   79 - 83 EUMUNDI NOOSA ROAD & 26                                                                                                        Scale                                                                                                              Date                        Project Stage             Revision
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  copied without the written authority of
                                                                                                                                                                                                                                                                                                  W           30/01/2024           Council Decision Notice Response                                                                                                                                                                                                                                                                                                                               Blackwood.                                                                                           a r c h i t e c t u r e                                   &        d e s i g n                                  www.blackwoodarchitecture.com.au                                                  HEADLAND DRIVE, NOOSAVILLE QLD 4566                                                                                                    1:200 @ A1                                                                                                         30/01/2024                  Concept                   W

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