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architecturals

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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                                                                                                                                                                   F           14/07/2023
                                                                                                                                                                                                                                                                                                           07/07/2023        Issued for Development Application                                                                                                                                                                                                                                                                                                                 All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                               G           4/08/2023         Issued for Consultant Coordination                                                                                                                                                                                                                                                                                                                 site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PO Box 781 Tewantin Q 4565                                             79 - 83 Eumundi Noosa Road                                                                             SITE PLAN - GROUND LEVEL                                                                       202327                    PT                          WD.0.06
          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
                                                                                                                                                                                                                                                                                               J
                                                                                                                                                                                                                                                                                                           18/08/2023
                                                                                                                                                                                                                                                                                                           15/09/2023
                                                                                                                                                                                                                                                                                                                             D&C TENDER ISSUE
                                                                                                                                                                                                                                                                                                                             Top of Walls Added
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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
                                                                                                                                                                                                                                                                                               K           5/10/2023         RFI SUBMISSION                                                                                                                                                                                                                                                                                                                                     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                                                                                     5/10/2023                 Concept                     K
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