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14.23m
                                                                                                                                                                                                                                                                                                       12.43                                                                      11.80                                                       11.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10.89                                                             Concrete                                                                                                                                                                                           9.08                                                                               9
                                                                                                                                                                                                                                13.03                            12.72                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.57
                                                                   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 *
                                                                                                                                                                                                                                                                                  s)
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                                                                                                                                                                                                                                                                    50
                                                                                                                                                                                                                                                             11
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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                                                                                                                                                                       E           12/07/2023
                                                                                                                                                                                                                                                                                                               07/07/2023                 Issued for Consultant Coordination                                                                                                                                                                                                                                                                                                       All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                                   F           14/07/2023                 Issued for Development Application                                                                                                                                                                                                                                                                                                       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.
                                                                                                                                                                                                                                                                                                   I           18/08/2023                 D&C TENDER ISSUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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                                                                                                    18/08/2023                  Concept                   I
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