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Updated Engineering Plans - P0433-25-001-01 20260114 · 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED CONCRETE SLEEPER RETAINING
                                 E
                                 Ex




                                                                                    29.0
                                                                                                                                                                                                                                                                                                                                                        SP102648                                                                                                                                                                                                              121                                                  HATCH ROAD PAVEMENT




                                                                                                                                                                           ExW
                                                                                   0




                                                                                                                                 29.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP88934                                                HATCH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HATCH LANDSCAPE AREA



                                                                                                              29.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONSTRUCTION ENTRY/EXIT
                                                                                                                                                   ExE                                                         ExE                                             ExE




                                                                                                                                                       ExT
                                                                  ExE                      ExE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FIELD INLET SEDIMENT TRAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GULLY PIT SEDIMENT TRAP




                                                                                                                                                                           ExW




                                                                                                                                                                                                                                31.40
                                      Ex




                                                                                                                                                                                                                                                                                                                                                                             34.00
                                                                                                                                                                                                                                                                                                                                                                     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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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                                                                                                                                                                                                                                                                                                                                 ESC MEASURES IS
                                                                                                              .20



                                                                                                                                      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
                                                                                                                                                         .90




                                                                                                                                                                .00
                                                                                                                                                      29




                                                                                                                                                              30
        ExE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.20
                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.00
                                                                                                                                                                           ExW




                                                                                                                                                                                                                                                                                                                             33.20
                                                                                                                                                                                                                                                                                                                     33.00




                                                                                                                                                                                                                                                                                                                                                                                                              35.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        37.40
                                                                                                                                                                                                                                ExS
                                                                                                                                                      ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             36.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     36.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             36.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    37.80
                                                                                                                                                                                                                                                                                                          32.80
       ExE




                                                                                                                                                                           30.40
                                                                                                                                                                   30.20
                                                                                                                                                                             ExW
                                                                                                                                                      30.00
                                                                                                                                           29.80
                                                                                                                                   29.60
                                                                                                                         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                   14/01/26                                                                                                                                                                                                                                  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       14/01/26         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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