6 Martin Street - Recor SMP Sep2022

                                                                                                                                                                                                                                                                                                                                                                              DRAINAGE NOTES
                                                                                                                                                                     300x300 GRATED INLET PIT
                                                                                                                                                                     SL: 8.77m
                                                                                                                                                                     IL: 8.45m
                                                                                                                                                                                                                                                                                                                                                                              1. ROOF AND BUILDING DRAINAGE TO HYDRAULIC ENGINEERS SPECIFICATIONS..
                                                                                                                                                                                                                                                                                                                                                                              2. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM SN8
                                                                                                                                                                                                                                                                                                                                                                                 uPVC OR APPROVED EQUIVALENT.
                                                                                                                                                                                      Ø150mm PIPE                                                                                                                                                                             3. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN
                                                                                                                                                                                      LENGTH: 7.6
                                        W            W                                                                                                                                GRADE: 6.2%
                                                                                                                                                                                                                          Ø150mm PIPE                                                                                                                                            ACCORDANCE WITH AS3996.
                                                                                                                                                                                                                          LENGTH: 10.6
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                                                                                                                  W                                                                   USIL: 8.45                          GRADE: 1.0%
                                                                                                                                                                                                                                                                                                                                                                              4. THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE AND WITHIN THE
                                                                                                                                                                                      DSIL: 7.94                          USIL: 8.05                            300x300 GRATED INLET PIT                                                                                         SITE ARE TO BE IDENTIFIED PRIOR TO ANY WORKS COMMENCING.
                                                                                                                                                                                                                          DSIL: 7.94                            SL: 8.30m                                                                                                     5. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
                                                                                                                                                                                                                                                                IL: 8.05m                                                                                                        INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
                                                                                                                                                                                                                                                                                                                                                                                 THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
                                                                                                                                                                                                                                                                                                                                                                              6. LOCAL SHAPING OF THE FINISHED SURFACE TO ENSURE NO LOCALISED
                                                                                                                                                                                                                                                                                                                                                                                 DEPRESSION OR AREAS OF PONDING. LEVELS TO GRADE TOWARDS INLET PITS.




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                                GRATED TRENCH DRAIN ACO
                                KLASSIKDRAIN 100 (OR EQUIVALENT)




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                                                    300x300 GRATED INLET PIT                                                                                                                                                                                                                                                                                                                               NEW STORMWATER PIPE
                                                    SL: 8.30m
                                                    IL: 7.92m




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                                                                                                                                                                                                                                                                                                                                                                                                           NEW STORMWATER PIT




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                                                                      Ø150mm PIPE
                                                                      LENGTH: 13.9                                                                                                                                                                                                                                                                                                                         NEW TRENCH DRAIN
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                                                                      GRADE: 1.0%
                                                                      USIL: 7.92
                                                                      DSIL: 7.79
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                                                                                                      S           S                                                          REFER TO
                                                                                                                                                                                                                                                              EXISTING SITE
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                                                                                                                                                                             ARCHITECTURALS
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                                                                                                                                                                                                                                                              TO REMAIN
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                                                                                                                                                                             FOR BUILDING
                                                                                                                                                                             LAYOUT
                                                             450x450 GRATED INLET PIT




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                                                             SL: 8.30m
                                                             IL: 7.77m




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                                  DEMOLISH EXISTING STORMWATER AND




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                                  EXCAVATE AND REMOVE DRAINAGE.




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                                                                       Ø150mm PIPE




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                                                                       LENGTH: 6.0
                                                                       GRADE: 3.0%
                                                                       USIL: 7.77




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                         WW                                            DSIL: 7.59
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                                                              450x450 GRATED INLET PIT                       WW
                                                              SL: 7.96m                                                WW
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                                                              IL: 7.59m                                                                    WW
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                                                                                                                            2x100mm PIPE TO OUTLET                                                                                                              WW




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                                                                                                                            LENGTH: 12.1                                                                                                                                WW
                                                                                                                            GRADE: 0.5%                                                                                                                                         WW
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                                                                                                                            USIL: 7.57                                                                                                                                                          WW




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                                                                                                                            DSIL: 7.51                                                                                                                                                                   WW

                                                                                                                                                PROVIDE DRIVEWAY WING AND BARRIER                                                                                                                                                                 WW




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                                                                                                                                                KERB SECTION WITH KERB ADAPTOR                                                                                                                                                                          WW
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                                                                                                                                                                                                  CLIENT DETAILS:                                                                                                                             S        APPROVED BY:                         PROJECT NAME:
                                                                                                                                                                                                                                                                      PROJECT ADDRESS:
                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                            PERMABUILD                                                                                                                                                      TITLE:                               STATUS:

                                                                                                                                                                                                                                                                                U 2 6 MARTIN STREET                                                                                         STORMWATER DRAINAGE                  FOR APPROVAL - NOT FOR
                                       © ABN 89 647 469 707
                                                                                                                                                                                                                                                                              PEREGIAN BEACH, QLD 4573                                                               BEN PARRY              PLAN                                 CONSTRUCTION
                                      75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                                 RPEQ: 28084
                                                                                                 01       27/09/22    ISSUE FOR APPROVAL                       BRP                    BRP         SCALE:
                                   NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                                               CPEng
                                       +61 7 5211 1003                                          REV        DATE                    DESCRIPTION                 DWN         CHK         APP
                                                                                                                                                                                                                           AS INDICATED                                                                                                                             DATE: 27/09/2022
                                                                                                                                                                                                                                                                                                                                                                                            DRAWING NUMBER:                      PROJECT NUMBER:          SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIZE:
                                  RECORCONSULTING.COM                                                                                    REVISIONS
                                                                                                                                                                                                                         DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                            040                                  20220116                 A1 01
Document Set ID: 24368190
                  22141549
Version: 1, Version Date: 10/12/2025
                          18/10/2022