18556-C117_[G]

                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                              2.7
                                                                                                                                                                                                                                    SUBSOIL DRAIN CLEANOUT PVC PIPE AND
                                                                                                                                                                                                                                                                                                                                                                                                    PROVIDE CONCRETE COVER OVER PIPE.




                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                    CONNECTOR CLEANOUTS AT HEAD OF SUBSOIL




                                                                                                                                                                                                                                                                                                                                                                         TO
                                                                                                                                                                                                                                                                                                                                                                                                    REFER LONGITUDINAL SECTION.
                                                                                                                                                                                                                                    DRAIN. (CLEANOUTS TO BE NON SLOTTED)
                                                                                                                                                                            I.O. CAP. EXTEND 150mm ABOVE




                                                                                                                                                                                                                                                             EXTENDED DETENTION




                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                              2.7
                                                                                                                                                                            BIO-RETENTION BASIN SURFACE.                                                                                                                                                                                                           YELLOW SHADING INDICATES THE LOCATION OF THE




                                                                                                                                                                                                                                                                                                                                                             MP
                                                                                                                                                                                                                                                                                                                                                                                                                   MISTAKENLY POURED SLAB (TO REMAIN : RL 2.30)




                                                                                                                                                                                                                                                                                                                                                           RA
                                                                                                                                                                            INSTALL LOCKING CAP AS PER
                                                                                                          NOTE:                                                             IPWEA STD DRG WSUD-003
                                                                                                                                                                                                                                                                                      FIX GEOTEXTILE TO                                                                                                                         UTILISE STARTER BARS FROM EXISTING SLAB
                                                                                                          HANDRAILS TO BE PROVIDED




                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                              2.0




                                                                                                                                                                                                                                                                                                                                               2.8
                                                                                                                                                                                                                                                                                      STORMWATER PIT AS PER                                                                                                                     FOR THIS SECTION OF BLOCKWORK WALL




                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                  0m




                                                                                                                                                                                                                                                                                                                                              MP
                                                                                                          TO RAINGARDEN PERIMETER




                                                                                                                                                                                                                                                                                                                                                                                     2.4
                                                                                                                                                                                                                                                                                      IPWEA STD DRG WSUD-001




                                                                                                                                                                                                                                                                                                                                           RA




                                                                                                                                                                                                                                                                                                                                                                                   MP
                                                                                                                                                                                                                                                             100mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.2




                                                                                                                                                                                                                                                                                                                                                                                 RA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0m




                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                    2.4
                                                                                                                                                                                                                              FLOW                                                                                                                                                                                                       BLOCKWORK WALL                                                 Ø600 OUTLET PENETRATION THROUGH WALL




                                                                                                                                                                                                                                                                                                                                                                 MP
                                                                                                                     150
                                                                                                                                   TOP OF WALL AS KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.5 5
                                                                                                                                                                                                                                                                                                                                                              RA
                                                                                                                                                                                                                                                                                                                                                                                                                                         FOOTING TO SERVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W 2. 7
                                                                                                                                                                                                                                                                                                                                                   HW                                                                                                                                          3.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO OW
                                                                 REFER LANDSCAPE                                                                                                                                                                                                                                                                     6/7                                                                                 AS BASE OF SW PIT                                          m




                                                                                                                                                                                                                                                                                                                                                                                                              0m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                T
                                                                                                                                                                                                                                                                                                                                                                        CO                                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                             1.2
                                                               ARCHITECT'S DRAWINGS                                                                                                                                                                                                                                                                                                                                                                                                  HW                  ID




                                                                                                                     VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                              FOR SURFACE VEGETATION                                                                                                                                                                                                                                                                                                                 4.8                                                                               2/8                     OV
                                                                                                                                                                                                                                                                                                                                                                                                        0m                                                                                                        E   RF
                                                                                                                                                                                                                                                                                         STORMWATER                                                                                                                                                                                                                      L
                                                                                                                                               FILTER MEDIA LEVEL                                                                                                                                                                                                                                                                                                                                                         OW
                                                                                                                                                                                                                                                                                             PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FI1/8                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EI
                                                                                                                                                      REFER PLAN                                                                                                                                                                                                                                                                                                                                                                   R




                                                                                                                     VARIES
                                                                                                                     REFER
                                                                                                                      PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.7
                                                               FILTER MEDIA LAYER




                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                                                                            TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL TYPE 'RW3'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.7 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W 2.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REFER STRUCTURAL DRAWINGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                         END CAP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TO OW
                                                                                                                               100
                                                                TRANSITION LAYER                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 T
                                                                                                                     300
                                                                 DRAINAGE LAYER                                                 SLAB LEVEL / FOOTING LEVEL
                                                                                                                                               REFER PLAN




                                                                                                                     200
                                                              COMPACTED SUBGRADE                                                                                                                                                                                                                                                        INTERFACE WITH BUILDING WORKS.                                         OU                                                                                                                                                          6.4
                                                                                                                                                                                                             'Y' BRANCH                                                                                                                 REFER STRUCTURAL DRGS FOR DETAILS.                                       TE                                                                                                                                                              0m
                                                                                                           100Ø SLOTTED uPVC PIPE WITH 1.5-2mm
                                                                                                                                                                                                                                                                                                                                                                                                                    R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OT m
                                                                                                                                                                                                                                                                                                                                                                                                                        ED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FO .40
                                                                                                           SLOTS (1.5m MAX CTRS, 0.5% MIN. GRADE)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IN
                                                                                                                                                                                             100Ø SLOTTED uPVC PIPE WITH 1.5-2mm SLOTS                                                                                                                                                                                    GE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                             (1.5m MAX CTRS, 0.5% MIN. GRADE)                                                                                                                                                                                                  OF
                                                                                                                                                                                                                                                                                                                                                                                                                                    BU
                                                                                                                                                                                                                                                                                                                                                                                                                          EX          ILD
                 REFER TO STRUCTURAL DRAWINGS FOR SLAB AND RETAINING WALL DETAILS                                                                                                                                    STORMWATER PIT PENETRATES                                                                                                                                                                                 TE        IN
                                                                                                                                                                                                                                                                                                                                                                                                                                 RI           G



                                                                                                                                                                                                                                                                                                                                                                             26
                                                                                                                                                                                                                     RAINGARDEN BASE SLAB.                                                        STORMWATER                                                                                                                        OR         RE
                                                                                                                                                                                                                     REFER STRUCTURAL DRAWINGS.                                                   OUTLET PIPE                                                                                                                            OF       TA
                                                                                                                                                                                                                                                                                                                                                                                                                                              BU ININ
                                                                                                                                                                                                                                                                                                                                                                                                                                                ILD      G
                                                                                                                                                                                                                                                                                                                                                                                                                                                    IN     W
                                            TYPICAL SECTION - RAINGARDEN                                                                                                                                TYPICAL ELEVATION - RAINGARDEN                                                                                                                                                                                                                 G     ALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.7
                                                SCALE 1:20                                                                                                                                              SCALE 1:20                                                                                                                                                                                                                                                    O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                           FFL.4.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TI




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NG




                                                                                                                                                                                                                                                                                                                                                                                                                                                        5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.3
                                                                                                                                                                                                                                                                                                                                                                    0                                                                                                                                                                                                                 CO
                                                                                                                                                   SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FO .40
                                                                                                                                                                                                                                             TOW 5.33                                                                                                                                                                                                                                                                                                      OT m
                                                                                                                                                                                                              TOW 5.34                                                                                                                                                                                                                                                                                                                                       IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       m
                                                                                                                                              SW




      PROVIDE Ø150 PVC STUB IL 4.96 WITH




                                                                                                                                                                                                                                /1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WS
                                                                                                                                                                                                                              FI1
      D50=200mm DIA. ROCK (400mm THICK)                                                                                                                                                                                                               MH2/1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SE
                                                                                                                     PROVIDE 11 x 200mm GAPS IN
      ON BIDIM A44 GEOFABRIC AT OUTLET.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NG
                                                                                                                     KERB WITH 1.5m SEPARATION                                                                                                                                                                                                                                                                                                               PROVIDE Ø300 PVC STUB IL 2.40 WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX S
      REFER HYDRAULIC DRAWINGS.                                                                                                                                                                                                                                                                                                                                                                                                                              D50=200mm DIA. ROCK (400mm THICK)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      IS
                                                                                                                                          SW




                                                                                                                                                                              TOW 5.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                          TOW 5.31                                                                                                                                                                                                                                           ON BIDIM A44 GEOFABRIC AT OUTLET.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                             REFER HYDRAULIC DRAWINGS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                 TOW 5.55
                                                                                                                                        SW




                                                                                                                                                                                             CO
                                     TOW 5.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                       TOW 5.89
                                                         CO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FILTER MEDIA AREA        55 m²
                                                                                                                                     SW




                                                                                                                                                                          TOW.5.31       CO                                                                                       W                                                                                                                                                                                           RAINGARDEN 3 DETAIL                                                   FILTER MEDIA LEVEL RL 2.400 m
 SHAPE TOP OF WALL TO                                                                                                                                                                                                                                                                                                                                                                                                                                                         SCALE 1:50                                                            FILTER MEDIA DEPTH     0.400 m
 MATCH SWALE SHAPE                                      CO
                                                                                  200                                                                                                                                                                 W                                                                                                                                                                                                                                                                                             FOOTING LEVEL (TOP) RL 1.600 m
                                                                                                                                   SW




                                                                                                                                                         CO
                                                                                                                                                                                                                                                                                                                                         PROVIDE 5 x 200mm GAPS
                                TOW 5.81                                                                                                                                                                                               W                                                                                                 IN KERB EVENLY SPACED
                                                                                                                           MH2/19                       CO
                                                                                                                               SW




                                                                                                                                                                                                                          W
                                                                                          TOW 6.00                                                                                                                                                                                                       TOW 4.81

                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BIO-RETENTION BASIN NOTES:
                                                                                                                              SW




     PROVIDE Ø225 PVC STUB IL 4.96 WITH                          PROVIDE 3 x 200mm                                                                                          TOW 5.95
                                                                                                                                                        CO                                          W                                                                                                                CO                                                                                                                                              FILTER MEDIA SHALL BE SUPPLIED IN ACCORDANCE WITH WATER BY DESIGN BIORETENTION
     D50=200mm DIA. ROCK (400mm THICK)                           GAPS IN KERB WITH
     ON BIDIM A44 GEOFABRIC AT OUTLET.                           1.5m SEPARATION                                                                                                                                                                                                                                                                                                                                                TOW 4.65                             GUIDELINES SECTION 4.3.1. THE FILTER MEDIA SHALL BE PLACED AND LIGHTLY COMPACTED.
                                                                                                                        SW




     REFER HYDRAULIC DRAWINGS.                                                                                                                                                           W                                                                                                                                                                                                                                                                           THE FILTER MEDIA SHALL COMPLY WITH THE FOLLOWING:
                                                                                                                                                                                                                                                                                                                    CO                                                                                                                                               MEDIA:                                SHALL BE A SANDY LOAM OR APPROVED EQUIVALENT WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HYDRAULIC CONDUCTIVITY OF OF 180mm/h AND BE FREE FROM
                                                                                                                     SW




                                                  CONSTRUCT 1350 DIA. MANHOLE OVER                                                                                            W
                                                                                                                                                                                                                                                                                                                                                                                                   FI1/5                                                                                                   RUBBISH AND DETRITUS MATERIAL.
                                                  EXISTING 1050 DIA. STORMWATER PIPE
                                                  E.504189.924 N.7079274.9413 FSL.5.26                                                                                                                                                                                                                   TOW 5.10                                                                                                                                                    PARTICLE SIZE                         TYPICAL SOIL COMPOSITION WOULD BE:
                                                                                                                                                                    W
                                                                                                     CO                                                                                                                                          TOP OF RAINGARDEN WALL TO BE                                                                                                                                                                                                                              CLAY 5 - 10%      SILT <30%       SAND 50 - 70%
                                                                                                                   SW




                                                                                                                                                                                                          G1/19                                  FLUSH WITH TOP OF KERB (TYP.)                                                                                                                                                                                       ORGANIC CONTENT                       ACCEPTABLE RANGE BETWEEN 5% & 10% MEASURED IN
                                     EXISTING STORMWATER PIPE                                                                                                W                                                            G                                                                                                                                                                                                                                                                                ACCORDANCE WITH AS 1289 4.1.1.
                                     PENETRATES RAINGARDEN. REFER                  TOW 6.17
                                                                                                                                                                                                                                                                                                                                                                                                                   TOW 5.01                                          pH                                    6.0 - 7.5. SILICEOUS MATERIAL MAY BE LOWER.
                                                                                                                SW




                                     STRUCTURAL DRAWINGS FOR DETAILS.                                                                     W
                                                                                                                                                                                                                                                                                                           PROVIDE Ø225 PVC STUB IL 4.16 WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TRANSITIONAL LAYER                    SHALL BE WELL GRADED SAND OR COURSE SAND WITH A HYDRAULIC
                                                                                                                                                                                                                                                                                                           D50=200mm DIA. ROCK (400mm THICK)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONDUCTIVITY OF 180mm/hr.
                                                                                                                     W                                                                                                                                                                                     ON BIDIM A44 GEOFABRIC AT OUTLET.
     0             0.4               0.8          1.2m                                                                                                                                                                                                                                                                                                                                                                                                                                                     THE GRADING SHALL COMPLY WITH THE FOLLOWING CRITERIA:
                                                                                                              SW




                                                                                                                                                                                                                                                                                                           REFER HYDRAULIC DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           % PASSING      1.0mm 100%
                Scale 1:20 @A1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.7mm 80%
                                                                                                                                        FILTER MEDIA AREA       33 m²                                                                                                                                                                                                        FILTER MEDIA AREA       14 m²                                                                                                                0.5mm 8.4%
     0              1                2             3m                       RAINGARDEN 1 DETAIL                                         FILTER MEDIA LEVEL RL 4.960 m                                                                                                                                                    RAINGARDEN 2 DETAIL                                 FILTER MEDIA LEVEL RL 4.150 m                                                           DRAINAGE LAYER                        SHALL BE A WELL GRADED COARSE SAND SCREENINGS (2mm OR 5mm)
                                                                            SCALE 1:50                                                  FILTER MEDIA DEPTH    0.500 m                                                                                                                                                    SCALE 1:50                                          FILTER MEDIA DEPTH    0.500 m                                                                                                 AND SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY OF 3600mm/h.
             Scale 1:50 @A1                                                                                                             SLAB LEVEL (TOP)   RL 4.060 m                                                                                                                                                                                                        SLAB LEVEL (TOP)   RL 3.250 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLANTING PALETTE                      AS PER LANDSCAPE PLANS
             Scale 1:100 @A3

     COPYRIGHT ©                                                                                           Associated Consultants                                Client                                                                                                                         Drawn                        Verified               Project                                                                                                                          Drawing Title                                                                         Scale                      Sheet Size
This drawing is subject to             G    25.01.24 RAINGARDEN 1 REDESIGN FOR G1/19             SDP                                                                                                                                                                                            M.K.P.                       D.R.
copyright in accordance with the
                                       F    25.11.20 RAIN GARDEN 3 REDESIGN & EXTRA DETAILING     JF
                                                                                                           PIVOTAL PERSPECTIVE                                   64 GATEWAY DRIVE                                                                                                               Designed                     Verified
                                                                                                                                                                                                                                                                                                                                                    64 GATEWAY DRIVE, NOOSAVILLE                                                                                                     STORMWATER DRAINAGE                                                                   AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's       E    02.03.20 RAINGARDENS 1 & 2                            JF
                                                                                                           PLANNING CONSULTANT                                   PTY LTD                                                                                                                        M.K.P.                       D.R.                                                                                                                                                    RAIN GARDEN DETAILS                                                                   Drawing Number
client. This drawing shall only be
                                       D    10.01.20 AMENDED AS CLOUDED                          JC        4/59 MARY STREET
used for this specific project.
                                       C    03.12.19 STORMWATER AMENDED                         M.K.P.     NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                                                Approved
                                                                                                                                                                                                                                                                                                D REYNOLDS
                                                                                                                                                                                                                                                                                                                             RPEQ No
                                                                                                                                                                                                                                                                                                                             9072
                                                                                                                                                                                                                                                                                                                                                    RP DESCRIPTION:           LOT 13 ON SP170295                                                                                                                                                                                  18556 - C117
                                                                                                                                                                                                                                                Noosa: 07 5449 9600                                                                                 LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used         B    04.11.19 STORMWATER AMENDED                         M.K.P.                                                                                                                          Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                Signed                       Date                   MCU APPROVAL:                                                                                                                               0         10           20          30        40    50    60                Sheet                       Revision
for construction until marked as                                                                                                                                                                                                         PO Box 61, Noosaville, QLD 4566                                                                                                                                                 HORIZ DATUM: LOCAL
                                       A    10.09.19 ISSUED FOR APPROVAL                        M.K.P.
'issued for construction' in the
revision description.                Rev Date Revision Description                              Drawn
                                                                                                                                                                                                                              [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                ABN 39 128 805 336                                                           25.01.24
                                                                                                                                                                                                                                                                                                                                                    ROL APPROVAL:
                                                                                                                                                                                                                                                                                                                                                    OPW APPROVAL:
                                                                                                                                                                                                                                                                                                                                                                                                                         VERT DATUM: AHD
                                                                                                                                                                                                                                                                                                                                                                                                                         RL DATUM:    PSM 13296                                                         MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      17 of 24               G