Skip to the record
Accept no imitations.

Council archive · source document

Updated RFI Submission (1) · MCU23/0094

of 78

Text shows just the words. Original shows the document exactly as it was published.

Very large file (50.2 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.

Original PDF page 5, section 11. The text section number identifies this passage in the reader.

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
                                                                                                                                                                                                                                                                                    rd
                                                                                                                                                                                                                                                               Ty .58 m e:
                                                                                                                                                                                                                                                                    : 1 om or
                                                                                                                                                                                                                                                                          fro L i n
                                                                                                                                                                                                                                                                  pe ( f r r e c
                                                                                                                                                                                                                                                                                 r
                                                                                                                                                                                                                                                                              P
                                                                                                                                                                                                                                                              I L: t t e d w e r
                                                                                                                                                                                                                                                           U S lo S e



                                                                                                                                                                                                                                                                         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                                                                                                                                                                                             W             30/01/2024               Council Decision Notice Response                                                                                                                                                                                                                                                                                                                                                              All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                                                         X             15/02/2024               Client Review Issue                                                                                                                                                                                                                                                                                                                                                                           site. These designs, drawings, specifications
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PO Box 781 Tewantin Q 4565                                                       79 - 83 Eumundi Noosa Road                                                                                                            SITE PLAN                                                                                                            202327                      PT                        WD.0.05
          2. The drawings and diagrams provided herewith are NOT FOR CONSTRUCTION OR BUILDING APPROVAL and to be used for preliminary D&C tendering only.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Architect Registration # 5386 QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              and the copyright thereof are the property of                                                                                                                                                                                                                                          For CAPITAL PRUDENTIAL
             Structure & Services coordination has not been undertaken.
                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                         Z
                                                                                                                                                                                                                                                                                                                                       29/02/2024
                                                                                                                                                                                                                                                                                                                                       4/03/2024
                                                                                                                                                                                                                                                                                                                                                                Consultant Coordination Issue
                                                                                                                                                                                                                                                                                                                                                                Updated Building Layout Submission
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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
                                                                                                                                                                                                                                                                                                                         AA            10/04/2024               UPDATED COUNCIL RFI                                                                                                                                                                                                                                                                                                                                                                           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                                                                                                           10/04/2024                  Concept                   AA

Used in these records

About this file

File size
50.2 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Updated RFI Submission (1).pdf · 50.2 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.