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SWMP change reps

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M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E M T 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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                                                                                                                                                                                                                                                        I L: t t e d w e r
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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                                                                                                                                                                  U           18/01/2024        Pool Adjusted                                                                                                                                                                                                                                                                                                                 All dimensions to be varified and checked on
                                                                                                                                                                                                                                                                                              V           24/01/2024        Council Decision Notice Response                                                                                                                                                                                                                                                                                              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.
                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                          30/01/2024
                                                                                                                                                                                                                                                                                                          15/02/2024
                                                                                                                                                                                                                                                                                                                            Council Decision Notice Response
                                                                                                                                                                                                                                                                                                                            Client Review 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
                                                                                                                                                                                                                                                                                              Y           29/02/2024        Consultant Coordination 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                                                                                  29/02/2024                Concept                   Y
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