Updated Engineering Plans - P0433-25-001-01 20260114 · MCU26/0001

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    20.0               EXISTING CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    20.0               EARTHWORKS CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED DRIVEWAY EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED FENCE




                                                                                                                                             29.60
                                                                                                                                                      ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED CONCRETE SLEEPER RETAINING




                                                                                                                   Paved 29.40 Driveway
                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED STORMWATER PIPE
                                 Ex




                                                                      29.0
                                                                                                                                                                                                                                                                                                                                                                        SP102648                                                                                                                                                                                                               121




                                                                                                                                                                          ExW
                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HATCH DRIVEWAY CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP88934
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HATCH CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                            TIE INTO EXISTING



                                                                                                29.20
                                                                                                                                                                                                                                                                                STORMWATER                                                                                                                                                                                                                                                                                                                                                             HATCH PERMEABLE PAVING
                                                                                                                                                  ExE                                                                       ExE                                              ExE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXTENT OF PROPOSED WORKS




                                                                                                                                                      ExT
                                                ExE                          ExE
                                                                                                                                                                                                                                                                                                                                                                                             REFER TO GROUND FLOOR LAYOUT PLAN
                                                                    SITE BM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (OFFSET FOR CLARITY)
                                            CONNECT TO            OPM117588                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFL                 FINISHED FLOOR LEVEL




                                                                                                                                                                          ExW




                                                                                                                                                                                                                                             31.40
                                      Ex




                                                                                                                                                                                                                                                                                                                                                                                             34.00
                                                                    RL:29.19




                                                                                                                                                                                                                                                                                                                                                                                     33.80
                                                                                                                                                                                                                                                                                                                                                                         33.60
                                                                                                                                                                                                                                                             31.6




                                                                                                                                                                                                                                                                                                                                                     33.20
                                                                                                                                                                                                                                                                                                                                             33.00




                                                                                                                                                                                                                                                                                                                                                                33.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X.X




                                                                                                                                                                                                                                                                                                                                  32.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         36.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.00
                                                                                                                                                                                                                                                                                                                      32.60
                                                                                                                                                                                                                                                                           31.8
                                         E
                                         EXISTING GULLY.




                                                                                                                                                                                                                                                                                                              32.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        36.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          36.20
                                                                                                                                                                                              31.00




                                                                                                                                                                                                                                                                 0



                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  35

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           36
                                                                                                                                                                                                                        31. 20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .80

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .00
                                                                             Ex




                          TIE FOOTPATH AND VERGE
                                                                                D




                                                                                                                                                                                                                                                                                                   32.2
                                                                                                                                                                                                                                                                                       32.0
                               PROFILE NEATLY INTO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED WATER




                                                                                                                                                                                                                                                                                                                                                                                                      34.20
                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.60
                                                                                                                        1




                                                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                              34.40
                                  EXISTING LEVELS.ExE




                                                                                                                                                                                                                                                                                                                                                                                                                      34.60
                                                                                                                        1                                                                                                                                                                                                                                                                                                                                                                                                            5
             ExE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FIELD INLET




                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                       ExD                                                                       ExD                                               ExD                                        ExD                                         ExD                                                 ExD                                  ExD                                       ExD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.20
                                                                                                                                                                                          3
                                     1.2m FOOTPATH IN
                                   ACCORDANCDE WITH
                                                                                                                                                                          ExW




                                                                               1.20m ExE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.40
                                 IPWEA STD DRG. RS-065                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED FIELD INLET OVER EXISTING
                                                                                                                                                     ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         -   REFER TO DRAWING C002 FOR GENERAL NOTES..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ø 300 RCP STORMWATER LINE. LEVELS                           -   REFER TO DRAWINGS C315, C320, C321, C340 FOR DRAINAGE CATCHMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TO BE CONFIRMED ON SITE.                                        PLAN, LONGITUDINAL SECTIONS AND CALCULATION TABLES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 37.60
                               CUSTOM TELLAM 2.4m
                                                                                                                                                                          Ex
             ExE




                             LINTEL SIDE ENTRY PIT.                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             37.80
                            CONCRETE LINTEL FLUSH                                                                                                                                                                                                                                                              STUB TO CONNECT TO
                                   WITH FOOTPATH.                                                                                                                                                                                                                                                              INTERNAL HYDRAULICS.
                                               Speed Bump                                                                                                                                                                                                                                                      DETAILS TO BE                                                                                                                                                                                                                                                                                            NOTE:
                                                                                                                                2
                                                                                                                                                     30. 30 0




                                                                                                                                                                                                                                    1
                                                                                                                                                      30 0. 030.2.100.00 .90
                                                                                                                                                      ExW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN
                                                                                                                                                                                                                                                                                                            143CONFIRMED.
                                                                                                                                                        40
                                                                                                                                                        .




                                                                                                                                                                                                                                   Ex
                                                                                                                                                          3




                                                                                                                                1                                                                                                   2E
                                                                                                                                                            3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
                                                                                                           29.




                                                                                                                                                            ExT30.0

                                                                                                                                                             2
                                                                                           29


                                                                                                             40
                                             BOTTLEBRUSH AVENUE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS
                                                                                                                                                                   3 29 029.80




                                                                                                                                                                                                                                                                                                    RP88934
                                                                                                .20



                                                                                                                                29.60




                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SP117777                           BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
                                                                                                                                             29.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MAKING GOOD ANY DAMAGE THERETO.
         ExE




                                                                                                                                                                                                                                                                                        4                                                                                                                                                                                                                                                                       0.3m DEEP SWALE, PLANTED, 0.5% MIN
                                                                                                                                                                                                                             8M³ DETENTION
                                                                                                                                                                                  30.10
                                                                                                             30.00
                                                                                                             29.90
                                                                                                             29.80
                                                                                                             29.70
                                                                                                             29.60
                                                                                                             29.50
                                                                                                             29.40
                                                                                                             29.30
                                                                                                   29.20




                                                                                                                                                                                                                                                                                        1
                                                                                       29.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TO PROPOSED NEW FIELD INLET. FIELD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INLET SURFACE LEVEL TO SUIT.
                                                                                                                                                                          ExW




                                                                                                                                                                                                                             TANK




                                                                                                                                                                                                                                                         3
                                                                                                                                                     ExT




                                                                                                                                                                                    1                                                                    1
                                                                                                                                                                                    4
                                                                                                                                                        .90




                                                                                                                                                               .00
                                                                                                                                                     29




                                                                                                                                                             30
        ExE




                                                                                                                                                                                                                            1
                                                                                                                                                                                                                            3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             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
                                      DRIVEWAY CROSSOVER,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     37.80
                                                                                                                                                                                                         SL: 31.38




                                                                                                                                                                                                                                                                                                                          32.80




                                      REFER IPWEA STD DRG
       ExE




                                                                                                                                                                                                                                                                ACO K300 KLASSIKDRAIN OR
                                            RS-049 & RS-050
                                                                                                                                                                                                                                                                SIMILAR APPROVED TO
                                                                                                                                                                                                                                                                CONNECT TO PIT
                                                                                                                                                                          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                                                                         ROADWORKS AND DRAINAGE LAYOUT 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                                     C210                                       A