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Council further RFI Issue (1)

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ENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Type: 150PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SP20  8257
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Type: 150 PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BIO RETENTION /                                                                                                  Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Line:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DETENTION BASIN                                                                                                                                                          cords*
                                                        PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Sewer MH:                                                                                    MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SP20                                                                                                                                                                                                                                            IL: 6.512
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            from re ords)
                                     14.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IL: 8.888                                                                                         8257                                                                                                                                                                                                                                       Type: 150 PVC                      *Plo tte d
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5.53 (f
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ro re
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   m   c
                                                       14.33                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Type: 150 PVC                                                                                                                                                                    Booster Cabinet                                 SITE BOUNDARY                                                                                                  SW MH:                                DS IL:       : 150 PV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        T yp e
                               Site Benchmark                            14.27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IL: 7.10
                                  RL 14.23m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MH                                                                                                                                                                 Type: 150PVC
                                                                                                                                                                                                                                                                                                   12.43                                                        11.80                                                  11.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                    10.89                                                                       Concrete
                                                                                                                                                                                                                                13.03                            12.72
                                                                   MH                                                                                                          13.49                         13.20                                                                        MH                                                                                                                                                                                                                                    Driveway
                                                                                                                             13.98                                                                                                                     Concrete footpath                                                                                                                                                                           PIT                  MH                                                                                                                                                                                                       MH 9.48
                                                                                                                                                                                                                                                                                                                                                                                                                     11.26                                                                                                                                                                                                                                                                                                                                          Concrete footpath
                                                                                                          14.14
                                                                                                                        Concrete footpath                     13.71                                            13.20                                                                           12.37                                                           11.79                                                                                                                    10.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Site Benchmark PIT                                                                                                                                                          9.01
                                                                                                                                                                                                                                                                 12.69                                                                                                                                               sign                                                                                                                                                           RL 9.68m                                                                                                                                                                                                                                         MH                                                            8.06
                                                                                                                                                                                                                                                                                                                 12.18                                                                         11.40                                 10.98                                                                                                                                                                                                                                                        9.31                                                                                                                              8.50
                                                                                                                                                                                                                                             12.81                                                                                                                                                                                                            sign                                                                                                     9.71                                                                                                                                                                                              8.87
                                                                                                                                                                                                   13.22                                                                                                                                                                                                                11                                                                                                                                                                                                                                                                                                                                                                                                                                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10                                                                                                                                                                                                                                                                                                                                   nne
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.32
                                                                                              14.21                                                  13.78                                                                                                                                                           12                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               cha8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.90
                                                                                                                                                                                                                   13                                                                                                                                         11.69                                                                                                                                                                                                                                                                       9.47                                               9.22                                                                                                                    8.53      sign
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         and
                                                                                                                                                                                                                                                                          12.40                                                                                                                                                     10.88
                                                                                                                                                                                                                                                              Kerb and channel                                                                                                                                                                                                                                    10.23                                            SW Gully trap:                                                                         SW MH:                     SW MH:                                                  Sewer MH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     b
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ker
                   14.54                                                                                     14                                                                                            13.13                                                                                                                                                                                                                                                                                                                                                          IL: 8.27
              d




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




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




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



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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SW MH:                                        8.06
     aff




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




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

                                                                            14.25
                                                                                                                                                   Centreline of road
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.35
                                                                                                                                                                                                                                                                       RC e c o *
                                                                                                                                                                                                                                                                                  s)
                                                                                                                                                                                                                                                                                ds
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                                                                                                                                                                                                                                                                    50
                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                     *P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    H



          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                                                                                                                                                                   N           17/11/2023
                                                                                                                                                                                                                                                                                                           07/07/2023        Council further RFI Issue                                                                                                                                                                                                                                                                                                                          All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                               O           21/11/2023        Council further RFI Issue                                                                                                                                                                                                                                                                                                                          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.
                                                                                                                                                                                                                                                                                               P
                                                                                                                                                                                                                                                                                               Q
                                                                                                                                                                                                                                                                                                           24/11/2023
                                                                                                                                                                                                                                                                                                           1/12/2023
                                                                                                                                                                                                                                                                                                                             Council further RFI Issue
                                                                                                                                                                                                                                                                                                                             Council further RFI 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
                                                                                                                                                                                                                                                                                               R           5/12/2023         Council further RFI Issue                                                                                                                                                                                                                                                                                                                          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                                                                                     5/12/2023                 Concept                    R
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