Skip to the record
Noosa's #1 Council Tracker.

Original source · versioned page text

SUPERSEDED - Approved Reference Document - RAL23 0002

of 1

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

                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                97
                                                                                                                                                                                                                                                              96                                                                                                                         NOOSA COUNCIL




                                         89
8




                                                                                                                          93




                                                                                                                                                                                                                                                                                                           97
                                                                                               91
                                                               90
                                                                                                                                                                                                                                                                                                                                                                                  APPROVED REFERENCE DOCUMENT




                                                                                                                92
OT 4 SP179876                                                                                                                                                                                                                                                                                                                                                                         RAL23/0002 27 OCT 2023
                                                                                                                                                                                                                                                                          96




                                                                                                                                                                                                              S
                                                                                                                                           LOT 2 RP864877




                                                                                                                                                                                                                                                                                                     97
                                                                                                                                                                                                          S
                                                                                                                                                                                                      94
                                                                                                                                                                                                                                                                                                                                       UPSTREAM STORMWATER CATCHMENT




                                                                                                                                                                                                             95
                                                                                                                                                                                                                                                                                                                                       AREA:             0.25Ha
                                                                                                                                                                                                                                                                                                                                       Fi:               31.0%




                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                       tc (FRIENDS EQN): 10 Min
                                                                                                                                                                                                                                                                                                                                       Itc (1%):         235mm/hr
                                                                    PROVIDE LEVEL SPREADING
                                                                    DRAIN TO DOWNSTREAM
                                                                    BOUNDARY AT 0% GRADE
                                                                                                                                                                                                                                                LOT 4 RP864877                                                                         RATIONAL METHOD
                                                                    WITH PROFILE AS PER                                                                                                                                                                                                                                                1hr10:                    65.2mm/hr




                                                                                                                                                                                                      S
                                                                    TYPICAL SECTION 1                                                                                                                                                                                                                                                  C10:                      0.73
                                                                                                                                     MINIMUM 3KL RAINWATER REUSE
                                                                                                                                     TANK TO BE PROVIDED FOR FUTURE                                                                                                                                                                    Fy:                       1.2
                                                                                                                                     DWELLINGS ON NEW LOT. TANK TO                                                                                PROVIDE TABLE DRAIN                                                                  CLIMATE FACTOR:           1.2
                                                                                                                                     BE CONNECTED FOR INTERNAL AND                                                                                250mm DEEP WITH 1V:2H                                                                Qy = 1/360 * 0.25 * (1.2*0.73) * 235 *1.2




                                                                                                   2m




                                                                                                                                                                                                     S
                                                                                                                                     EXTERNAL NON-POTABLE REUSE                                                                                   BATTERS TO DIVERT                                                                        = 0.172m³/s
                                                                                  2m WIDE                                                                                                                                                         UPSTREAM RUN-OFF

                                                                                                    DRAINA




                                                                                                                                                                                                                                                                                     97
                                                                                                                GE EAS
                                                                                                                              EMENT




                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                       250mm 1V:2H




                                                                                                                                                  93




                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                       CHANNEL FLOW (MANNINGS EQN)
                                                                                                                                                                                                                                                                                                                                       Sf:                     4.4%




                                                                                                                                                                              2m
                                                                                                                                                                                                                                                                                                                                       DEPTH:                  0.25m
                                                                                                                                                                                                                                                                                                                                       SIDE SLOPES:            1V:2h
                                                                                                   LOT 2                                                                                                                                                                                                                               BASE:                   0m




                                                                                                                                                                                              S
                                                                                                                                                                                              95
                                                                                                                                                                                                                                                                                                                                       WETTED PERIMETER:       1.118m
                                                                                                   1,414m²                                                                                                                                                                                                                             AREA:                   0.125m²
                                                 2m                                                                                                                           2m




                                                                                                                                           93
                                               91




                                                                                                                                                                                                                                                                                                                                       HYDRAULIC RADIUS (A/P): 0.118m
                                                                                                                                                                                                                                                                                                                                       MANNINGS n (GRASS):     0.035
                                                                                                                                                                                                                                       LOT 1 RP809059




                                                                                                                                                                                            S
                                90




                                                                                                                                92
        89




                                                                                                                                                                                                                                                                                                                                       V: 1.39m/s
                                                                                                                                                                                                                                                                                                                                       FLOW CAPACITY (Qcap) = 0.174m²




                                                                                                                                                                       94




                                                                                                                                                                                                                                96
                                                                                                                                                                                                                                                                                                                                       Qcap > Qmax = TRUE




                                                                                                                                                                                          S




                                                                                                                                                                                                                                                                                97
                                                                                                                                                                                        S
                                                                                                                                                                        MENT
                                                                                     LOT 1


                                                                                                                                                                    EASE &
                                                                                     1,161m²
                                                                                                                                                                        S


                                                                                                                                                                                   S
                                                                                                                                                           SERV D ACCES                                           CAUTION: SEWER LINE IN
                                                                                                                                                                                                                  VICINITY. POTHOLE TO LOCATE
                                                                                                                                                                                                                  AND ENSURE MINIMUM 600mm
                                                                                                                                                                                                                  COVER TO FINISHED SURFACE

                                                                                                                                                                              S
                                                                                                                                                               ICES
                                                                                                                                                                E
                                                                                                                                                           SHAR




                                                                                                                                                                                                                                LOT 2 RP809059                                                        98
                                                                                                                                                                                                                                                                                                          98
                                                                                                                                                                 S
                                                                                           S                                                                                                                                                                                                                   98                               PROVIDE SPILLOVER LIP
                                                                                                        S                                                                                                                                                                                                                                       100mm HIGH FOR LENGTH
                                                                                                                          S                   S                                                                                                                                                                                                 OF SPREADER




                                                                                                                                                                                                                                                                                                               98
                                                                                                                                                                                                                                                                                              98
                                                                                                                                                                                                                                                                                                                                                                            1i
                                                                                 INDICATIVE NEW DRIVEWAY                                                                                                                                                                                                                                                                         n3                              BATTER AT 5% TO EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                 SURFACE
                                                                            92




                                                                                LOCATION. FINAL DESIGN TO
                                                                                            BE CONFIRMED
                                                                                                                                                                                                      EXISTIN
                                                                                                        93




                                                                                                                                                                                                              G ACCE
                                                                                                                                                                                                      EASEM          SS
                                                                                                                                                                                                            ENT
                                                                                                                                                        95
                                                                                                                                                               95




                                                                                                                     94




                                                                                                                                                                                                                                                                                                                                                                                               TDT
                                                                                                                                                                                                                                                                                                                                                                                      TDI


                                                                                                                                                                                                                                                                                                                                                                                                        INT
                                                                                                                                                                                                                                                                                                                              DATUM RL 88.500




                                                                                                                                                                                                                                                                                                                                                               INT
                                                                    LOT 4 RP809059                                                                                                                                                                                                                                            FINISHED SURFACE
                                                                                                                                                                                                                                        97




                                                                                                                                                                                                                                                                                                                                                               91.349




                                                                                                                                                                                                                                                                                                                                                                                      90.079
                                                                                                                                                                                                                                                                                                                                                                                               90.179
                                                                                                                                                                                                                                                                                                                                                                                                        90.161
 90                                                                                                                                                                                                                                                                                                                           LEVEL
                                                                                                                                                                                            96
                                               91




                                                                                                                                                                                                                                                                                                                              EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                     91.446



                                                                                                                                                                                                                                                                                                                                                               91.349




                                                                                                                                                                                                                                                                                                                                                                                      90.486
                                                                                                                                                                                                                                                                                                                                                                                               90.315
                                                                                                                                                                                                                                                                                                                                                                                                        90.161



                                                                                                                                                                                                                                                                                                                                                                                                                  89.584
                                                                                                                                                                                                                                                                               98
                                                                                                                                                                                                                                                                                                                              LEVEL
       90




                                                                                                                                                                                                                                                                                                                              OFFSET




                                                                                                                                                                                                                                                                                                                                                     -5.850



                                                                                                                                                                                                                                                                                                                                                               -3.850




                                                                                                                                                                                                                                                                                                                                                                                      0.000
                                                                                                                                                                                                                                                                                                                                                                                               0.500
                                                                                                                                                                                                                                                                                                                                                                                                        0.848



                                                                                                                                                                                                                                                                                                                                                                                                                  2.848
                                                                                                                                                                                                  LOT 5 RP809059
                                                                                                                                                                                                                                                                                                                                                   TYPICAL
                                                                                                                                                                                                                                                                                                                                                  TYPICAL   SECTION 1SECTION
                                                                                                                                                                                                                                                                                                                                                          SPREADER       (CH 92.5)1
                                                                                                                                                                                                                                                                                                                                                    SCALE H - 1:100, V 1:50




                                                                                                                                                        CLIENT DETAILS:                                                        PROJECT ADDRESS:                                       APPROVED BY:                   PROJECT NAME:

                                                                                                                                                                                                                                                                                                                     PROPOSED RESIDENTIAL SUBDIVISION
                                                                                                                                                                                   NEIL GAGHAN                                                                                                                       TITLE:                                              STATUS:

                                                                           04   12/10/23   ACCESS UPDATE                       BRP                BRP                                                                                           35 PAVILION STREET                                                   STORMWATER LAYOUT                                   FOR APPROVAL - NOT FOR
                                        © ABN 89 647 469 707               03
                                                                           02
                                                                                02/08/23
                                                                                26/05/23
                                                                                           FURTHER RFI UPDATE
                                                                                           RFI UPDATE
                                                                                                                               BRP
                                                                                                                               BRP
                                                                                                                                        MVP       BRP
                                                                                                                                                  BRP
                                                                                                                                                                                                                                                POMONA, 4568, QLD                               BEN PARRY            PLAN                                                CONSTRUCTION
                                       75 NOOSA DRIVE                                                                                                                                                                                                                                           RPEQ: 28084
                                                                           01   30/09/22   MCU ISSUE                           BRP      MVP       BRP   SCALE: 1:250
                                    NOOSA HEADS, QLD 4567
                                                                                                                                                                          5                     15                 25m                                                                          CPEng NER            DRAWING NUMBER:                                     PROJECT NUMBER:                                        SHEET REV:
                                        +61 7 5211 1003                   REV    DATE                  DESCRIPTION            DWN       CHK       APP
                                                                                                                                                                                                                                                                                               DATE: 12/10/2023                                                                                                                  SIZE:
                                   RECORCONSULTING.COM                                                      REVISIONS
                                                                                                                                                                              DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                      040                                                 20220206                                              A1 04
 Document Set ID: 22619321
 Version: 1, Version Date: 13/10/2023
Log in to download the original file

SUPERSEDED - Approved Reference Document - RAL23 0002.pdf · 2.8 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

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

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