21556-C001_C500 & SWCLC - full set

                                                                                                                                                                                                                                                                                                                                                     86.50




                                                                                                                                                                                                                                                             S-N                                                                                                                                                                  2.20                                            12.00                                                                 10.50                                               5.08                1.00                          8.90
                                                                                                                                                                                                                                                                 -                                                                                                                                                           SEDIMENT                                   DETENTION / BIORETENTION                                                ADDITIONAL DETENTION
                                                                                                                                                                                                                                                                                                                                                                                                                             FOREBAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOP OF BUND RL86.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                      BIORETENTION UNDERDRAIN CLEANOUT                      Q100 DETENTION RL86.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                      AS PER IPWEAQ STD DRG WSUD-003 (TYP)                                                                                                                        H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1V : 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EDD / TOP OF OVERFLOW PIT RL85.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1V :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3H NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BASIN BED LEVEL RL85.00

                                                                                                                                                                                                                                                                                                                                                                                                                                         RL84.20                                                                          RL84.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NATURAL SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                       SEDIMENT FOREBAY AS PER                     BIORETENTION SOIL PROFILE AS                            DN100 BIORETENTION UNDERDRAIN                        DN100 UNDERDRAIN TO DETENTION AREA.
                                                                                                                                                                                                                                                      TOP OF BUND RL86.27                                                                                                                              IPWEAQ STD DRG WSUD-005.                    PER IPWEAQ STD DRG WSUD-001.                            AS PER IPWEAQ STD DRG WSUD-003                       CONNECT TO BIORETENTION DRAINAGE.
                                                                                                                                                                                                                                                                                                                                                                                                       200mm HIGH BARRIER WALL.                    500mm FILTER MATERIAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                   100mm TRANSITION LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                                   200-260mm DRAINAGE LAYER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SECTION                   S-N




                                                                                                                                                                                                                                                             1V : 4H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE BASIN BED SHALL INITIALLY BE COVERED WITH A SACRIFICIAL LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            COMPRISING OF A LAYER OF GEOTEXTILE, 50mm TOPSOIL AND TURF.
                                                                                                                                                                                                                                                             7.00                                                                                                                                                                                                                                                                                                                                           BASIN PLANTING AS PER LANDSCAPING PLANS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TIMING OF PLANTING TO BE IN ACCORDANCE WITH THE DECISION NOTICE.
                                                                                                                                                                                                                                      A                                              B
                                                                                                                                                                                              TOP OF BUND RL86.27




                                                                                                                                                                                                                                                                                                                                                             LOT 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LOT 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.06                                 1.00              5.08                                      7.00                                            6.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RP BDY
                                                                                                                                                                                                                                                                                                 ADDITIONAL DETENTION
                                                                                                                                                          1V : 3H                                                    1V : 4H                                                                                                    1V : 4H




                                                                                                                                                                                                                                                                                                                                                                                                                                                             LOT 10
                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                          EXCAVATE REDUNDANT FARM DAM                                                                                                TOP OF BUND RL 86.27
                                                                                                                                                                                                                                                                                                                                                                                                          TO SUPPLY COMPENSATORY FLOOD                                                                                                                                              Q100 DETENTION RL 86.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   H          RL85.60
                                                                                                                                                                                                                                                                                                                                                                                                          PLAIN CUT VOLUME (145m³)                                                                                                                          1V : 4                                                                           1V : 4




                                                                                                                                                                                                                                                                                         10.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     H        EDD / TOP OF OVERFLOW PIT RL 85.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              H               WEIR AT RL 85.90
                                                                                                                                                                     OVERFLOW PIT AS PER IPWEAQ STD DRG WSUD-001                                                                                                                                                                                                                                                                                      1   V:3
                                                                                                                                                           B         SUBSTITUTE GRATED LID WITH A SEALED LID                                                                                                                                                                                                                                                                                                         AS PER IPWEAQ STD DRG WSUD-006
                                                                                                                                                                     E 485778.379 N 7084739.471 SL 85.30 IL 84.14                                                                                                                                                                                                                                                                                                                                                                                                           BASIN BED LEVEL RL85.00

                                                                                                                                                                     DN375 RCP OUTLETTING TO PC SLOPING ENDWALL                                                                                                                                                                                                                                                                                                                                                                                                                                           NATURAL SURFACE
                                                                                                                                                                     E 485765.518 N 7084741.369 SL 84.75 IL 84.00

                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OVERFLOW PIT OUTLET PIPE                        OVERFLOW PIT AS PER IPWEAQ STD DRG WSUD-001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BIORETENTION SOIL PROFILE AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DN375 RCP UIL84.14 DIL 84.00                    SUBSTITUTE GRATED LID WITH A SEALED LID
                                                                                                                                                                                                                                                                                                                                UNSLOTTED PLAIN WALL DN150                                                                                                                                                                                                                                                            PER IPWEAQ STD DRG WSUD-001.
                                                                                                                                                                                                                                                                                                                                CENTRAL MANIFOLD PIPE                                                                                                                                                                                                                                                                 500mm FILTER MATERIAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DN100 BIORETENTION UNDERDRAIN                            100mm TRANSITION LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          B                                  AS PER IPWEAQ STD DRG WSUD-003                           200-260mm DRAINAGE LAYER
                                                                                                                                                                                                                                      C                                              D


                                                                                                                                                                                                                                                                                     B
                                                                                                                                                                                                                                                                                                                                                             W-E
                                                                                                                                                                                                                                                                                                                                                                                                               BASIN STORAGE VOLUMES                                                                                       SECTION                   W-E
                                                                                                                                                                                      WEIR AT RL85.90                                                                                                                                                                                                          DEPTH (m)     ELEVATION (RL)             STORAGE (m³)
                                                                                                                                                                                      AS PER IPWEAQ                                                                                                                                                            -                                                                                                                                                                                       -
                                                                                                                                                                                                                                                                                                                                                                                                                  0.000            85.30                      0
                                                                                                                                                                                     STD DRG WSUD-006                                                                                                                                                                                                             0.100            85.40                     27
                                                                                                                                                                                                                                                                                                                                                                                                                  0.200            85.50                     57
                                                                                                                                                                                                                                                                                                                                                                                                                  0.300            85.60                     90
                                                                                                                                                                                                                                                                                                                                                                                                                  0.400            85.70                    126
                                                                                                                                                                                                                                                                                                 DETENTION / BIORETENTION




                                                                                                                                                                                                                                                                                                                                                                                                                  0.500            85.80                    165
                                                                                                                                                                                                                                                                                                                                                                                                                  0.600        85.90 (WEIR)                 208
                                                                                                                                                                                                                                                                                                                                                                                                                  0.700            86.00                    254
                                                                                                                                                                                                                                                                                         12.00




                                                                                                                                                                                                                                                                                                                                                                                                                  0.800        86.10 (Q100)                 304
                                                                                                                                                                                                                                                                                                                                                                                                                  0.970        86.27 (BUND)                 397
                                                                                                                                                                                                                                                                                                                                                     86.50
                                                                                                                                                                                                                                                                                                                                                                                                               THIS BASIN HAS BEEN DESIGN IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                             THE STORMWATER MANAGEMENT REPORT PRODUCED BY
                                                                                                                                                                                                                                                                                                                                                                                                                  PEAKURBAN (21-0166SMP01-V1 OCTOBER 2021)

                                                                                                                              DN450 OUTLET PIPE WITH PC SLOPING ENDWALLS.
                                                                                                                              EXTEND WEIR STONE PITCHING AT OUTLET TO SUIT.
                                                                                                                              US : E 485774.747 N 7084734.134 SL 86.05 IL 85.30
                                                                                                                              DS : E 485767.967 N 7084735.135 SL 85.95 IL 85.20
                                                                                                                                                                                              TOP OF BUND RL86.27




                                                                                                                                                                                                                                      E                                              F

                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                            A
                                                                                                                                                                                                                                               2.20




                                                                                                                                                                                                                                                      SEDIMENT FOREBAY




                                                                                                                                                                                                                                                                                                                                                     INSTALL A PERMANENT EDUCATIONAL SIGN
                                                                                                                                                                                                                                                                                                                                                     TO INFORM THE LOCAL RESIDENTS ABOUT
                                                                                                                                                                                                                                                                                                                                                     THE FUNCTION OF THE BIORETENTION DEVICE

                                                                                                                                                                                                                          BASIN ACCESS RAMP - MAX 1V : 4H
                                                                                                                                                                                                                          REFER DRG C202 FOR DETAILS
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                                                SC
                                                                                                                                                                                                                                                                                                                                                SC




                                                                                                                          BASIN SETOUT
                                                                                                                       PT        EASTING          NORTHING                                                                                                                                                                                                                 S             S            S
                                                                                                                                                                                                                                                                                                                                                SC




                                                                                                                        A       485779.457        7084750.471                                                       INSTALL TYPE 1 LOCKING RAIL AT TOP OF
                                                                                                                       B        485786.382        7084749.449                                                       RAMP AS PER IPWEAQ STD DRG GS-043
                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                      W               W             W            W
                                                                                                                       C        485777.923        7084740.084
                                                                                                                       D        485784.848        7084739.061
                                                                                                                       E        485776.171        7084728.212
                                                                                                                        F       485783.096        7084727.190
                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER DRG NO C001 FOR PROJECT NOTES

                                                                                                             COPYRIGHT ©                                                                                                            Associated Consultants                  Client                                                                                                                                            Drawn                          Verified                     Project                                                                               Drawing Title                                                                          Scale                        Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                              JF                             DR
                                                                                                             This drawing is subject to
                                                                                                             copyright in accordance with
                                                                                                                                                                                                                                    SURVEYORS & PLANNERS                    JNE DEVELOPMENTS P/L                                                                                                                                                                                          25 PAVILION ST, POMONA                                                                STORMWATER DRAINAGE                                                                            1: 100                 A1
                                                                                                             the agreement between TOD                                                                                              LAND SURVEYING DYNAMICS (LSD)                                                                                                                                                             Designed                       Verified
                                                                                                             Consulting Pty Ltd (tc) and tc's
                                                                                                                                                                                                                                    p 0412 666 516                                                                                                                                                                            JF                             DR                           RESIDENTIAL SUBDIVISION                                                               DETENTION/BIORETENTION BASIN DETAILS                                                   Drawing Number
                                                                                                             client. This drawing shall only
                                                                                                             be used for this specific project.                                                                                     e [email protected]                                                                                                                                                          Approved                       RPEQ No                      RP DESCRIPTION           21SP316902                                                                                                                                                   21556-C300
                                                                                                             This drawing shall not be used                                                                                         w www.landsurveyingdynamics.com                                                                                                Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190     D. REYNOLDS                    9072                         LOCAL AUTHORITY          NOOSA SHIRE COUNCIL
                                                                                                                                                    B    25.05.22   IR : ITEMS 6 & 8 (SEALED LID & BASIN DETAILS)              JF                                                                                                                                                                                                                                                         MCU APPROVAL             -                   HORIZ DATUM MGA 2020                                            0      10      20   30    40     50        60                   Sheet                         Revision
                                                                                                             for construction until marked as                                                                                                                                                                                                                                 PO Box 61, Noosaville, QLD 4566                 Signed
                                                                                                                                                   A     11.04.22   OPW SUBMISSION                                         JF                                                                                                                                      [email protected]     www.todconsulting.com                                                                  ROL APPROVAL             RAL21/0017          VERT DATUM AHD
                                                                                                             'Issued For Construction' in the
                                                                                                             revision description.                Rev     Date      Revision Description                                 Drawn                                                                                                                                                     ABN 39 128 805 336                                                                          25.05.22   OPW APPROVAL             -                   RL DATUM    (PSM112428) 98.616                                      MEASUREMENT BAR - INCREMENTS IN mm                                  9 of 14                 B