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SUPERSEDED Compiled Approved Plans for OPW20-0145 05

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                                                                                                                                                                                                                                                                                                                                                                             1.800                                                    N12 BARS 500 LAP

                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE PATH
                                                                                                                                                                                                                                                                                                                                                0.45                           1.00                     0.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                           N72 MESH 40 COVER




                                                                                                                                                                                                                                                                                                                                          100




                                                                                                                                                                                                                                                                                                                                                                                                                  200
                                                                                                                                                                                                                                                                                      KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                             400
                                                                                  NOOSA COUNCIL                                                                                                                                                                                                                   BATTER 1 IN 2                                                                                   200
                                                                                                                                                                                                                                                                                                                                                                                                                                       N12 400 TIE BARS
                                                                                                                                                                                                                                                                                                                                                                                                                                        N12 LONGITUDINAL BAR

                                                                                  APPROVED PLAN                                                                                                                                                                                                                                                                              BIO-POD
                                                                                                                                                                                                                                                                                              600mm FILTER MATERIAL
                                                                             OPW20/0145.05 25 March 2022
                                                                                                                                                                                                                                                                                           100mm TRANSITION LAYER
                                                                                                                                                                                                                                                                                             200mm DRAINAGE LAYER

                                                                                                                                                                                                                                                                                                                                                       EXTENDED FOOTING DETAIL
                                                                                                                                                                                                                                                                                  SETOUT COORDS                                                                        NOT TO SCALE
                                                                                                                                                                                                                                                                                     BIO-PODS
                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND
                                                                                                                                                    4.00                                                                                                                1      504855.09    7077996.67           3.70                                                                              EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                        2      504852.38    7077995.40           3.70                                                                              (DESIGN BY BARLOW SHELLEY)
                                                                                                                                                                                                                                                                        3      504850.66    7077999.13           3.70
                                                                                                                                                                                                                                                                        4      504851.49    7078001.46           3.70                                                                              PROPOSED STORMWATER DRAINAGE
                                                                                                                                                      16                                                                                                                5      504852.57    7078001.98           3.70                                                                              (DESIGN BY CALIBRE)
                                                                                                                                                     CP                                                                                                                 6      504851.21    7078003.43           4.00
                                                                                                                                            15 CP
                                                                                                                                                                                                                                                                        7      504849.97    7078002.84           4.00                                                                              EXISTING STORMWATER DRAINAGE TO BE
                                                                                                                                                                                                         BIO-POD 26.0m²                                                 8      504848.61    7077999.03           4.00                                                                              GROUT FILLED
                                                                                                                                                                                                         RL 3.700                                                       9      504851.05    7077993.75           4.00




                                                                                                                                                                  4.0
                                                                                                                                                                                                                                                                        10     504852.50    7077990.62           4.73                                                                              EXISTING FOOTPATH




                                                                                                                                                                      0
                                                                                                                                                                                                                                                                        11     504876.66    7078011.74           3.70
                                                                                                                                                                                                                                                                        12     504874.74    7078010.84           3.70                                                                              EXISTING SEWER MAIN
                                                                                                                                                                                                              BUND AROUND BIO                                           13     504871.73    7078016.99           3.70
                                                                                                                                                                                                              RL 4.00 MIN                                               14     504873.63    7078017.87           3.70                                                                              EXISTING WATER MAIN
                                                                                                                                                                             14                          Ø100 SUBSOILS                                                  15     504869.07    7078022.13           3.70
                                                                                                                                                           13                                                                                                           16     504870.78    7078023.14           3.70                                                                              PROPOSED DRAINAGE STRUCTURE NUMBER
                                                                                                                                                                                               0                                                                        17     504919.65    7077939.99           4.25
                                                                                                                                                                                         0.5
                                                                                                                                                                                                                                                                        18     504920.18    7077940.88           4.25                                                                              REFER BARLOW SHELLEY FOR
                                                                                                                                                                                                                                                                        19     504911.50    7077945.75           4.25


                                                                                                                                                                 0
                                                                                                                                                                                                                                                                        20     504912.15    7077946.55           4.25

                                                                                                                                                                  4.0
                                                                                                                                                                                0
                                                                                                                                                                   0         1.0
                                                                                                                                                                0.5




                                                                                                                                                                                                          0
                                                                                                                                                                                                              4.0
                                                                                                                                                                                                                              900 X 900 PIT
                                                                                                                                                                                                                              GRATE 3.900
                                                                                                                                                                                                                              I.L 2.700
                                                                                                                                                                                                    11
                           4.
                             00




                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                                                                                                        EXISTING Ø375 PIPE
                                                                                                                                                                                                                                                                                                                                                                        (LOT 5 PROPERTY
                                                                                                                                                                                                                                                                                                                                                                        CONNECTION)

                                                                                                                                                                                                                                                                                                                                                                                                                    ADJUST PATH ALIGNMENT
                                                                                                                                                                                                                                                                                                                                                                                                                    TO 1.8m BEHIND KERB BACK
                                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                                                                    PROVIDE EXTENDED FOOTING
                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                  19                                                                TO EDGE OF PATH (REFER DETAIL)
                                                                                                                                                                                                                          4.0




                                                       6
                                             7




                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                               1.8
                                                        CP                                                                                                                                                                                                                   NEW LIP IN LINE GULLY PIT                                                                                                                     BIO-POD 10.25m²
                                                                   5
                                                                                                                                                                                                                                                                             OVER EXISTING Ø375 PIPE
                                                  4                        0.75                                                                                                                                                                                                                                           1.0m CHUTE                                                                                       RL 4.250
                                                                                                                                                                                                                                                                                                                                      Ø100 SUBSOIL
                                             CP
                                                                                                       Ø100 SUBSOILS




                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                       0.5
                                   8
                                              3
                                                               1.50




                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                 900 X 900 PIT




                                                                                                                                                                                                                                                                                                                                                                         1.0
                                           0                                                                                                                                                                                                                                                                                                                                                                   18
                                       0.75                                                      GRATE 3.900
                                                                              1                  I.L 2.700                                                                                                                                                                                                                                                                                                   17
                                                                                  4.
                                                                               00
                                                           2
                                                                                                                                                                                                                                                                                                                                                                                      STREET LIGHT


                                                        9
                                                                                                                                                                                                                                                            M
                                                                                                                                                                                                                                                            W




                                                                 10

         FILE: 20-000713-623.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
         XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS, 1856 Design, X-20-000713-Combined Contours 1-100
                  DESIGN DRAWN CHECK APPROVED           DATE                                                           STATUS                                             SCALE                                                                    CLIENT                                                                                              PROJECT                                                    DRAWING TITLE
          FIRST                                                                                 AMENDMENT DETAILS                                                                                                                                                                                        Calibre Professional Services (QLD) Pty Ltd
          ISSUE     WP      WP      SP       SP       16.12.21
                                                                                                                                   FOR APPROVAL                                                                                                                                                                      Level 3, 16 Innovation Parkway                   NOOSA CIVIC                                          STORMWATER AMENDMENTS
              A                                                                                                                                                                                                                                                                                                          Birtinya QLD Australia 4575
         A
         M                                                                                                                        NOT FOR CONSTRUCTION                            0     5          10    15         20   25      30    35     40      STOCKWELL DEVELOPMENTS                                                Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                              Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                     STORMWATER                                               NEW LINE 5 OUTLET
         E
         N
         D                                                                                                             APPROVED                  RPEQ 14593                       SCALE 1:500 (A1)                            SCALE 1:1000 (A3)                                                                                                                      AMENDMENTS                                             AMENDED BIOPOD DETAILS
         M
         E
                                                                                                                       BY:                      Shaun Pilcher                                                                                                                                                                                          DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                       ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
                                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT No.                DRAWING No.               REVISION
         N
         T
         S
                                                                                                                                                17-12-2021                                                                                                                           C   calibregroup.com                                              PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                  20-000713                  623                          -
Document Set ID: 21816408                                                                                              SIGN:                DATE:                                                                                                                                                                                                      DO NOT SCALE.

Version: 1, Version Date: 10/02/2022
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