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RFI - Appendix C- Civil Engineering Plans · MCU22/0140

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Original PDF page 6, section 1. The text section number identifies this passage in the reader.

                                OPEN TEE FOR
                                INSPECTION/MAINTENANCE




                   Ø90
                                                                                             ROOFWATER INLET




                                                                                                         DETENTION
                                                                                                           1.01m
                                                             Ø35
                   1.90 TO TOP OUTLET
                                                                    1500L DETENTION PER TANK




                                                                                                         RETENTION
                                                                    1500L RETENTION PER TANK




                                                                                                           1.01m
                                                                                                                     BALL VALVE OUTLET TO
                                                                                                                     MANUF. SPECS FOR
                                                                                                                     IRRIGATION/EXTERNAL USE


                                                             DISCHARGE TO                           SELECTED 3,000L SLIMLINE TANK. EG
                                                             STORMWATER SYSTEM                      QTANK SLIMLINE OR SIMILAR INSTALLED IN
                                                                                                    ACCORDANCE w MANUF. SPECS


                 TYPICAL SLIMLINE DETENTION/
                 RETENTION TANK DETAILS
                 SCALE 1:50 @ A3


                               DISCHARGE ROOFWATER INTO PIT                              SELECTED 3000L IN-GROUND
                               PRIOR TO TANK. 2/Ø100mm                                   DETENTION TANK DURAPLAS
                               CONNECTIONS TO DETENTION TANK                             LATTICE TANK OR EQUIV                  Ø100mm TOP OUTLET
                      5
                   6.7




                                                                                      2
               10




                                                                                  6.6




                                                                                                                                             9                  2
                                                                                                                                       6.4
               L




                                                                                10
            FS




                                                                                                                                     10




                                                                                                                                                                                     0
                                                                               L




                                                                                                                                                                3




                                                                                                                                                                                  6.4
                                                                            FS
           +




                                                                                                                                 L
                                                                                                                               FS




                                                                                                                                                                                10
                                                                           +




                                                                                                                                                                                L
                                                                                                                                                                            FS
                                                                                                                          +




                                                                                                                                                                            +
                                        1
                                               + IL 105.71
                                                0.60 NOM.




                                        3
                                                                                   .67




                                                                                                                                          4                         800mm
                                                                                                                                                  + IL 105.47



                                                                                                                                       5.5
                                                                                  5




                                                                                                                                                                                    Ø150 uPVC TO STREET FIELD INLET @ ~2%
                                                                               10




                                                                                                                                     10
                                                                               L
                                                                           FS




                                                                                                                                L
                                                                                                                              FS
                                                                           +




                                                                                                                         +




     600SQ FIELD INLETS
     TYPE 2A AS PER IPWEAQ                                         600mm                                                       600mm                            30mm LOW FLOW AT INVERT
     STD DRG DS-050


                                            UNDERGROUND DETENTION SECTION                                                                                         2
                                            SCALE 1:50                                                                                                           C05




                                                                                                                                                                                                                                                                                                                                                                             215101-OPW-01-221103.DWG
                                                                                                                                                                                                                             SCALE                                 APPROVAL             ISSUE DATE DESCRIPTION       BY    CHKD     DRAWING DETAILS       PROJECT NUMBER
PROJECT                                                                    CLIENT                                                                                                                                                                                                         A 26-04-22 FOR APPROVAL    DTB    DK
PROPOSED DUPLEXES                                                          ROBYN KILDEY                                                                                                          0         0.5         1.0         1.5        2.0        2.5m
                                                                                                                                                                                                                                                                    .................
                                                                                                                                                                                                                                                                                          B 03-11-22 RFI REVISIONS   DK     DK  DATUM
                                                                                                                                                                                                                                                                                                                                DESIGN
                                                                                                                                                                                                                                                                                                                                               AHD
                                                                                                                                                                                                                                                                                                                                                DK
                                                                                                                                                                                                                                                                                                                                                          215101
7 RUBY STREET COOROY
                                                                                                                                                                                                                                                                  DANIEL KENNA                                                  DRAWN            DK        SHEET     ISSUE
TITLE                                                                                                                                                                                                                  SCALE 1:50 A3                               (RPEQ 15522)
PROPOSED STORMWATER DETAILS
                                                                                                                              e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from       DRAWING STATUS                                                DESIGN CHECK     DK       C06         B
                                                                                                                              a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                FOR APPROVAL                                                    DATE           03-11-22

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