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P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   25.0             EXISTING CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   25.0             EARTHWORKS CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED INVERT KERB

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED KERB ONLY




                                                                                                                                                                     29.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED FENCE




                                                                                                                                                                             ExT
                                                                                                                                          Paved 29.40 Driveway
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED CONCRETE SLEEPER RETAINING
                                    E
                                 Ex




                                                                                             29.0
                                                                                                                                                                                                                                                                                                                                                                                         SP102648                                                                                                                                                                                                              121                                                  HATCH ROAD PAVEMENT




                                                                                                                                                                                              ExW
                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP88934                                                HATCH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HATCH LANDSCAPE AREA



                                                                                                                       29.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION ENTRY/EXIT
                                                                                                                                                                         ExE                                                                     ExE                                             ExE




                                                                                                                                                                             ExT
                                                                      ExE                           ExE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FIELD INLET SEDIMENT TRAP
                                                                                            SITE BM
                                                                                          OPM117588                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GULLY PIT SEDIMENT TRAP




                                                                                                                                                                                              ExW




                                                                                                                                                                                                                                                                 31.40
                                        Ex




                                                                                                                                                                                                                                                                                                                                                                                                              34.00
                                                                                            RL:29.19




                                                                                                                                                                                                                                                                                                                                                                                                      33.80
                                                                                                                                                                                                                                                                                                                                                                                          33.60
                                                                                                                                                                                                                                                                               31.6




                                                                                                                                                                                                                                                                                                                                                                      33.20
                                                                                                                                                                                                                                                                                                                                                              33.00




                                                                                                                                                                                                                                                                                                                                                                                 33.40
                                                                                                                                                                                                                                                                                                                                                   32.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        36.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          36.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          37.00
                                                                                                                                                                                                                                                                                                                                       32.60
                                                                                                                                                                                                                                                                                              31.8
                                             E




                                                                                                                                                                                                                                                                                                                               32.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SEDIMENT FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         36.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           36.20
                                                                                                                                                                                                                   31.00




                                                                                                                                                                                                                                                                                    0



                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   35

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            36
                                                                                                                                                                                                                                             31.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .80

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .00
                                                                                                    Ex
                                                                                                      D




                                                                                                                                                                                                                                                                                                                       32.2
                                                                                                                                                                                                                                                                                                           32.0




                                                                                                                                                                                                                                                                                                                                                                                                                       34.20
                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SEDIMENT AND EROSION CONTROL:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.60
                                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                               34.40
                                                                                 Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                       34.60
                                                                                      E
             ExE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED




                                                                                                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE WITH
                                                                                                                                                                              ExD                                                                    ExD                                               ExD                                     ExD                                         ExD                                                 ExD                                  ExD                                       ExD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              37.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IECA AND COUNCIL POLICIES AND GUIDELINES
                                                                                                                                                                                                               3
                                                                                                                                                                                              ExW




                                                                                                                 Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.40
                                                                                                                   E
                                                                                                                                                                             ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MAINTENANCE SCHEDULE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TIMEFRAME FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 37.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ESC MEASURES      MAINTENANCE TRIGGER       COMPLETION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MAINTENANCE
                                                 BOTTLEBRUSH AVENUE




                                                                                                                                                                                             Ex
             ExE




                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WHEN SETTLED SEDIMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SEDIMENT BASIN    EXCEEDS THE VOLUME OF WITHIN 7 DAYS OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (WHERE UTILISED)    THE SEDIMENT STORAGE     INSPECTION
                                                                               Speed Bump                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ZONE
                                                                                                                                                                            30. 30 0
                                                                                                                                                                             30 0. 030.2.100.00 .90
                                                                                                                                                                             ExW




                                                                                                                                                                                                                                                                                                                         143
                                                                                                                                                                               40
                                                                                                                                                                               .




                                                                                                                                                                                                                                                       Ex
                                                                                                                                                                                 3 3




                                                                                                                                                                                                                                                            E
                                                                                                                                  29.




                                                                                                                                                                                   ExT30.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1/3 OF THE CAPACITY OF
                                                                                                                                                                                    2
                                                                                                                  29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OTHER ESC                                 BY THE END OF THE
                                                                                                                                    40




                                                                                                                                                                                         3 29 029.80




                                                                                                                                                                                                                                                                                                                       RP88934
                                                                                                                       .20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ESC MEASURES IS
                                                                                                                                                       29.60




                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SP117777                             MEASURES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXCEEDED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DAY
                                                                                                                                                                    29.80
         ExE




                                                                                                                                                                                                                                                 8M³ DETENTION
                                                                                                                                                                                                       30.10
                                                                                                                                    30.00
                                                                                                                                    29.90
                                                                                                                                    29.80
                                                                                                                                    29.70
                                                                                                                                    29.60
                                                                                                                                    29.50
                                                                                                                                    29.40
                                                                                                                                    29.30
                                                                                                                          29.20
                                                                                                              29.10




                                                                                                                                                                                              ExW




                                                                                                                                                                                                                                                 TANK
                                                                                                                                                                             ExT
                                                                                                                                                                              .00 0
                                                                                                                                                                            30 29.9
        ExE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              37.20
                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                 Sew MH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37.00
                                                                                                                                                                                              ExW




                                                                                                                                                                                                                                                                                                                                                              33.20
                                                                                                                                                                                                                                                                                                                                                      33.00




                                                                                                                                                                                                                                                                                                                                                                                                                                               35.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.40
                                                                                                                                                                                                                                                                 ExS
                                                                                                                                                                             ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      36.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.80
                                                                                                                                                                                                                              SL: 31.38




                                                                                                                                                                                                                                                                                                                                           32.80
       ExE




                                                                                                                                                                                              30.40
                                                                                                                                                                                     30.20
                                                                                                                                                                                                ExW
                                                                                                                                                                             30.00
                                                                                                                                                                 29.80
                                                                                                                                               29.60




                                                                                                                                                                                                                           IL: 29.68 (Records)
                                                                                                                                  29.40
                                                                                                               29.20
                                                                                                      29.20




                                                                                                                                                                            ExT




                                                                                                                                                                                                                                                                                                                                                                                          BUP100710                                                                                                                                                                                                123
       ExE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RP88934
                                                                                                                                                                                              ExW
                                                                                                                                                                         ExT




NOT FOR CONSTRUCTION
----               ----   ----                                                                                                             ----                                   ----                    North Point                            Approved                                                                                                                                                                                                                                                          Project Address                                                                                     Title

----               ----   ----                                                                                                             ----                                   ----
                                                                                                                                                                                                                                                 EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   17 BOTTLEBRUSH AVENUE, NOOSA                                                                        SEDIMENT AND EROSION SITE STABILISATION PLAN
----               ----   ----                                                                                                             ----                                   ----                                      N
                                                                                                                                                                                                                                                 31423                   07/01/26                                                                                                                                                                                                                                  HEADS, QLD, 4567, Australia
----               ----   ----                                                                                                             ----                                   ----                                                           For and on behalf of RECOR Pty Ltd.

----               ----   ----                                                                                                             ----                                   ----                                                           Scale                                                                                                                                                                ENGINEERING & PROJECT SERVICES                                                               Client Details                                                                                      Project Name                                                                     Sheet Size
                                                                                                                                                                                                                                                                                    1     0            1           2       3   4       5                                                                                 SUNSHINE COAST | BRISBANE
----               ----   ----                                                                                                             ----                                   ----                                                                             SCALE                                                                       (metres)                                                                 www.recor.au | ABN 89 647 469 707                                                           MADE CAPITAL                                                                                       17 BOTTLEBRUSH AVENUE, NOOSA HEADS                                                  A1
                                                                                                                                                                                                                                                                                           1 : 100 (FULL SIZE)                                                                                                                                                                                                                                                                                                         Project Number                                       Drawing Number               Revision
 A       07/01/26         ISSUED FOR OPW APPROVAL                                                                                          CS                                   EW                                                                                                                                                                                            COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
                                                                                                                                                                                                                                                                                                                                                                              client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev          Date                                                     Revision Description                                        Drawn Check                                                                                                                                           DO NOT SCALE, IF IN DOUBT ASK                                                                                               'Issued For Construction' in the revision description.                                                                                                                                             P0433-25-001                                          C120                          A

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