Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

RFI - P0478-26-001_Cooroy_Development_OPW

of 34

Original PDF page 13, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED 'CHANNEL' KERB 600
                                                                                                                                                                                                                                                                                                                                                                                                             WIDE. REFER IPWEA DRAWING RS-080
                                                                                                                                                                                                                                                                                                                                                                                                             FOR KERB DETAILS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                  A                                                                                                                                                                                                                                                               PROPOSED 'B2' KERB AROUND
                                                                                                                                                                                                                                                                                                  -                                                                                                                                                                                                                                                               CARPARK EXTENTS. REFER IPWEA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DRAWING RS-080 FOR KERB DETAILS
                                                                                                                                                                                                      1m CUTBACK
                                                                                                                                                                                                                                                                                                                                                                                                    MAPLE ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  121
                                             PROVIDE 2.0m WIDE CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED VEHICLE CROSSOVER IN                               MATCH NEATLY TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        xE   E
                                          FOOTPATH FOR LENGTH OF STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ACCORDANCE WITH IPWEA                                       EXISTING FOOTPATH
                                        FRONTAGE. REFER IPWEA DWG RS-065                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STANDARD DRAWING RS-051



                                                                                                                                                                                                                                                                                         122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CH 37.98921.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          121.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CH 35.000
                                                                                                                                            122




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH 34
                                                                                                                                 CH 0.661
                                                                                                                                                                                                                                                 122.2                                                                                                                                                                                                                                                                                                                                                                    120.6




                                                                                                                                               .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               121




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     120.8
                                                                                                             CH
                                                                                                                                                                                                                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                                           121.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       121.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                                                                                                       122.
                                                                                               B                                                                                                                                                                                                       12                                                                                        12                                        12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .2
                                                                                                                                                                                                                                                                                                                                                            1.                                                                                                                                    12




                                                                                                                                                                                                                                                                      12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .349
                                                                                                                                                                                                                                                                                                         2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                     121.4
                                                                                                                                                                                                                                 122                                                                                                                                                                1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                              0                                                8                                                                              1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     120.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        xE
                                                                                                                                                                                                                                                                                                                                                                                                       6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   120.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.




                                                                                                                                                                                           4
                                                                                               -




                                                                                                              0.00
                                                                                                                                                                                                                                       .4                                                                                                                                                                                                      .4




                                                                                                                                                                                                                                                                         2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                                                   121.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2                                                                                                                                                       12




                                                                                                                                                                                                                                                                        .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  121.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.




                                                                                                                                                                                                                                                                                                                        121.8
                                                                                                                                                                                                                                         122.2




                                                                                                                                                                                                                                                                                                                                                                                                 CH 25.000
                                                                                                                                                                    12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4




                                                                                                                        O/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                                              CH 20.000
                                                                                                                                                                                                                                                                                          CH 15.000
                                                                                                                   0




                                                                                                                                                                                                                                     CH 10.000




                                                                                                                                                                                                                                                                                 122.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CH 30.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        O/H E
                                                                                                                                                                     2.6
                                                                                                                                      12




                                                                                                                           H
                                                                                                                                         2.




                                                                                                                             E




                                                                                                                                                                                                           CH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ExW                                                  ExW                                                      ExW                                 ExW                                  ExW                               ExW




                                                                                                                                                                                                  5.0
                                                                                           12                                                                                                                                                                    ExW                                                ExW                                                     ExW                                              ExW
                                                                                                                      1
                                                                                              3.0




                                                                                                                                                                                                      00
                                                                                                                   FP0xW
                                                                       12                                                                                                     ExW
                                                             123.2




                                                                            3.
                                                                              2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ex
                                                                                                                                                    PP
                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                               ExT                                                   ExT                                                 ExT                                            ExT                                                ExT                                         ExT                                                                 ExT                                                      ExT                                        ExT                             ExT                                   ExT                              ExT




                                                                                                                                                                                                          12
                                                                                                                                                                                                                                                                                                                            12                                             12                                 12                          12




                                                                                                                                                                                                                                                 12




                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                            2.6
                                                                                                                                                                                                                                                                                                                               2.0                                           1.8                                   1.6                                    1.4                                                                                                                                                                                                                             O/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PP
                                                                                               FH




                                                                                                                                                                                                                                                   2.4




                                                                                                                                                                                                                                                                                     2.2
                                                                                                             123                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E




                                                                                                                                                    12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          O/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       120.8
                                                                                                                .0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H




                                                                                                                                                      2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                  ExT                                                                                                                                             122.4                                                                                                                                                      121.6
                                                                                                                                                                                                                                                         122.2                                                                                                                                                       121.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   O/H
                                                                                                                                            WM                                                                                                                                                                                                                                                                                                                                                                                                                                                         120.6




                                                                                                                                                                12
                                                                                                                                      122
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Ex
                                                                                                                                                              2.2
                                                                                                                                                                                                                                                                                                                                                                                       /                                                                   /
                                                                                                                                                                                                                                                             122.0                                                                                                                                                       121.2                                                PROPOSED 'B2' KERB FLUSH WITH
                                                                                                                                    .8                                                                                                                                                                        /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                     /




                                                                                                                                                                                                                                                                                                                                                                                                                                       Ex
                                  8




                                                                                                                                                        /                                                                                                                                                                                                                                                                                                                     PROPOSED FOOTPATH. REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                              123.




                                                           ExT                                                                                                                                                                                                       121.8                                                                                                                                                     121.0
                                                    .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IPWEA DRAWING RS-080 FOR KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          O/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H
                                                 123




                                                                                                                                                                             12
                                                     PROPOSED VEHICLE CROSSOVER IN                                                                          122
                                                                                                                                                                                                                                                                         121.6                                                                                                                                                                                                DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                      1 IN 4 BATTER



                                                                                                                                                                         2.0 1
                                                                                                                                                               .6
                                                     ACCORDANCE WITH IPWEA
                                                     STANDARD DRAWING RS-051

                                                                                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               120
                                                                                                                                                                    2.4

                                                                                                                                                                               122
                                 ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .8
                                                                                                                                                                               2   .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                /

                                                                                                                                                                                         122 121.8




                                                                                                                                                                                                                                                                                                                                                                                                                              Ex
                                                                                                                                                                                            .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                O/
                                                                                                                                   /




                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                                                                                                              Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               H



                                                                                                                                                                                                           121
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           120.4           E




                                                                                                                                                                                                                                                                                                                                                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12
                                                                                                                                                                                                              .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  120
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       O/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .4



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                        12




                                                                                                                                                                                                                                                                                                                                                                                           Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           /
                                                                                                                                                                                                                       1.6




                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                   Ex
                                                                                                                                                                                                                                                                                                                                                                                   E
                                                         1       0          1     2   3       4         5
                                            SCALE                                                           (metres)
                                                                     1 : 100 (FULL SIZE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ADJACENT BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25                  DESIGN CONTOURS (0.1m INTERVAL)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25                  EXISTING CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                       1.5m                            2.0m                                                            4.07m                                                                  1.5m                                                                            1.5m
                 1m CUTBACK                    PROPOSED CARPARK                                                        PROPOSED                                                                                                                                                                                                                                                                                                                                               -5.0%                                                                         -15.82%                                                                                                                              EXISTING FENCE
                                                                                                                                                                                                                                                                                                      12.5%                            2.5%                                                            -5.0%
                                                                                                                       FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING BUILDING
                                              EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING KERB AND CHANNEL
                                                                                                                                                                                       LOT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B99 VEHICLE VERTICAL PATH                                                                                                OE                      EXISTING OVERHEAD ELECTRICAL
                                                             EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E                       EXISTING UNDERGROUND ELECTRICAL
                                                                                                                        2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW                      EXISTING STORMWATER
                    -2.5%                                     1%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W                       EXSTING WATER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S                       EXISTING SEWER

  PROPOSED CHANNEL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T                       EXISTING TELSTRA
                                                                                                                             PROPOSED B1 KERB                                                              1 IN 4 BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TREES
                                              DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                       DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         116.0                   PROPOSED MAJOR CONTOUR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BUILDING SETBACK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED ROAD CUTBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DEJ                    DOUBLE EXPANSION JOINT
                                                         SECTION                                               A                                                                                                                                                                                                                                                                            SECTION                                                                                    B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.02m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EJ                     EXPANSION JOINT
                                                         HORIZONTAL SCALE 1:50                                     -                                                                                                                                                                                                                                                                        HORIZONTAL SCALE 1:50                                                                      -
                                                         VERTICALL SCALE 1:25                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CJ                     SAW CUT JOINT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE PAVEMENT

          0.5             0           0.5      1.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED FOOTPATH CONCRETE
 SCALE                                                (metres)
                    1 : 25 (FULL SIZE)


----      ----     ----                                                                         ----        ----             North Point                Approved                                                                                                                                                                                                                                                                                                              Project Address                                                                                                                             Title

----      ----     ----                                                                         ----        ----
                                                                                                                                                        EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              45 MAPLE ST, COOROY AND 9 MYALL FOOTPATH DETAIL PLAN
----      ----     ----                                                                         ----        ----                                        31423                23/06/2026                                                                                                                                                                                                                                                                                       ST COOROY
                                                                                                                                                    N




----      ----     ----                                                                         ----        ----                                        For and on behalf of RECOR Pty Ltd.

 C     24/06/2026 ISSUED FOR OPERATIONAL WORKS                                                 CS           EW                                          Scale                                         1.0                    0              1.0                  2.0                                                                                 ENGINEERING & PROJECT SERVICES                                                                                           Client Details                                                                                                                              Project Name                                                                                               Sheet Size
                                                                                                                                                                         SCALE                                                                                          (metres)                                                                        SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE                                   CS           EW                                                                                                        1 : 50 (FULL SIZE)                                                                                                               

Log in to download the original (RFI - P0478-26-001_Cooroy_Development_OPW.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.