20220214-Cv

N




                                                                                                                                          STREET
                                                              Y A N D R A                                                                                                        34.83                          35.11



                                                      W
                                                                                                                    34.
                                                                                                                          20


                                                                           33.4
                                                                               0



                                     32.33
                                                                                                                                                                 34.
                                                                                                                                           34.
                                                                                                                                              42
                                                                                                                                                                    64                     Edge of Bitumen
                                                                                                                               34.                                                                           34.
                                                                                                                                  12                                                                             99
                                                                                                                                                                                                             35.
                                                                                                                                                                                                                 09
                                                                                                        33.
                                                                                                           70                                                                       Back of Kerb




                                                                                                                                                                         34
                                                                                                                                                   34.




                                                                                                                                                                           .75
                                                                                                                                                      53
                                                                                                                                  34.22
                                                                             33.2                                   34.
                                                                                    7                                  03
                                                      32




                                                                                                33.58
                                                        .57




                                                                                        33.3
                                                                                            8




                            31.                                   32.
                               89                                    73                                                                                                                                                                                                                                        (2x)
                                                                                                                                                                                                                                                                                                                      75x
                                                          32.64




                                                                                                                                                                                                                                                                                                                         125
                                 5
                                             32.1




                            31.9
                                              32
                                                .15
                                                  4




                                                                                                                                                                                                                                                                                                                                   Ø43 / Ø100
                                                                                                                                                                                                                                                                                                                                                                   Ø150




                                                                                                                                                                                                                                                                                                                                                Ø1
                                                                                                                                                                                                                                                                                                                                                  00




                                                                                                                                                                                                                                                                                                                                                                                              Ø1
                                                                                                                                                                                                                                                                                                                                                                                               50
                                                                                                                                          43




                                                                                                                                                                                                                                                                                                                                                                                                      Ø150
                                                                                                                                                                                                                                                                                                                                                                                             Ø4
                                                                                                                                                                                                                                                                                                                                                                                              3/Ø
                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                         PRE-DEVELOPMENT                                                                                                                                                                                                                POST DEVELOPMENT




                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND
                                                                                                                                                                                                                                                                                                     SITE CATCHMENT AREAS
                                                                                                                                                                                                                                                                                                                                                                                             FRACTION
                                                                                                                                                                                                                                                                                      PAVED AREA   ROAD AREA                ROOF AREA                  PERVIOUS
                                                                                                                                                                                                                                                                            NAME                                                                                            AREA (M²)       IMPERVIOUS                         IMPERVIOUS GROUND
                                                                                                                                                                                                                                                                                         (M²)         (M²)                     (M²)                    AREA (M²)
                                                                                                                                                                                                                                                                                                                                                                                                (%)
                                                                                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY SURFACE
                                                                                                                                                                                                                                                                           EXISTING      52.3         30.7                     271.6                     407.6                     762.2              46.5

                                                                                                                                                                                                                                                                           PROPOSED      175.6        89.3                     290.8                     206.5                     762.2              72.9                      IMPERVIOUS ROOF

                                                                                                                                                                                                                                                                            CHANGE       123.3        58.6                     19.2                      -201.9                     0                 26.4




                                                                                                                                                                                                      CLIENT DETAILS:                                   PROJECT ADDRESS:                                     APPROVED BY:                                                 PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                          PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                                                                MOLTI INVESTMENTS PTY LTD                                                                                                                                 TITLE:                             STATUS:

                                                                                                                                                                                                                                                                  12 WYANDRA STREET                                                                                                                          FOR APPROVAL - NOT FOR
     © ABN 89 647 469 707
                                                                                                                                                                                                                                                                 NOOSA HEADS, QLD, 4567                                          BEN PARRY                                                                   CONSTRUCTION
       75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                            RPEQ: 28084
                                                                                                                                                                                                      SCALE:
    NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                                          CPEng                                  DRAWING NUMBER:                    PROJECT NUMBER:                       SHEET REV:
        +61 7 5211 1003                                       REV         DATE                                  DESCRIPTION                                DWN             CHK               APP
                                                                                                                                                                                                                                                                                                                                DATE: 16/09/2022                                                                                                    SIZE:
    RECORCONSULTING.COM                                                                                             REVISIONS
                                                                                                                                                                                                                        DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                             20220214