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CHANGE - Engineering Plans

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Original PDF page 12, 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




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




                                                                                                                                     12
                                                                                                                                                                                                                                                                         122.0                                                                                                                                                                                                                          121.0




                                                                                                                                       2
                                                                                                                                                                                                                               122.2




                                                                                                                                CH 0.962
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             120.6




                                                                                                                                        .




                                                                                                                                                                                                                                                                                                                                                                                                                                                       121
                                                                                                                                                                                                                                                                                                                                                                                                                    121.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                120.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                        121.2
                                                                                                                                          6



                                                                                                                                                                           122.
                                                                                                                                                                                                                                                                                                                                         12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Ex
                                                                                               B                                                                                                                                                                                        12                                                                                    12




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .2
                                                                                                            CH
                                                                                                                                                                                                                                                                                                                                                                                                                    12




                                                                                                                                                                                                                                                                                                                                                                                  121.4
                                                                                                                                                                                                                                                                                                                                           1.                                                                                                                         12




                                                                                                                                                                                                                                                  12
                                                                                                                                                                                                                                                                                          2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                 122                                                                                                                                                             1.




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                                                                                                                                                                                                                                                                                                                                              8                                                                        1




                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                120.8
                                                                                                                                                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      120.
                                                                                                                                                                                                                                                                                                                                                  121.6
                                                                                               -                                                                                                                       .4                                                                                                                                                                                                   .4                                          1.




                                                                                                                                                                                                                                                     2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                121.0



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2                                                                                                                                       12




                                                                                                             0.00




                                                                                                                                                                                                                                                       .2




                                                                                                                                                                                                                                                                                                         121.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1. CH 37.761
                                                                                                                                                                                                                          122.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                        12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CH 35.000
                                                                                                                                                                                                                                                                                                                                                                                                                                  CH 30.000
                                                                                                                        O/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                          CH 25.000
                                                                                                                                                                                                                                                               122.0




                                                                                                                                                                                                                                                                                                                            CH 20.000
                                                                                                                                                                                                                                                                       CH 15.000
                                                                                                                                                                                                                  CH 10.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   O/H E
                                                                                                                 0




                                                                                                                                                             2.6
                                                                                                                                     12




                                                                                                                         HE




                                                                                                                                                                         CHH 5.461
                                                                                                                                        2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                          C
                                                                                                                                           8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.8
                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                     ExW                                                  ExW                                         ExW                                                    ExW                                            ExW                                         ExW                                 ExW                                   ExW                                      ExW




                                                                                                                                                                             .00
                                                                                           12                                                                                                                                                ExW
                                                                                                                      1
                                                                                              3.0

                                                                                                                   FP0xW




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                                                                       12                                                                                           ExW
                                                             123.2




                                                                            3.
                                                                              2




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                                                                                                                                               PP
                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                     ExT                                         ExT                                                         ExT                                                 ExT                                  ExT                         ExT                                       ExT                                      ExT




                                                                                                                                                                                           122
                                                                                                                                                                    ExT                                               ExT                                              ExT                                               ExT




                                                                                                                                                                                                                              122.




                                                                                                                                                                                                                                                               122




                                                                                                                                                                                                                                                                                                                                                                                                                     121
                                                                                                                                                                                                                                                                                                         12




                                                                                                                                                                                                                                                                                                                                                   12




                                                                                                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                            .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 O/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PP
                                                                                               FH




                                                                                                                                                                                                                                                                                                            2.0
                                                                                                             123




                                                                                                                                                                                                                                                                                                                                                     1.8




                                                                                                                                                                                                                                                                                                                                                                                        1.6
                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                .2




                                                                                                                                                                                                                                                                                                                                                                                                                       .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                               12
                                                                                                                .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 O/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          120.8                                                                                     H




                                                                                                                                                 2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                  ExT                                                                                                                          122.4                                                                                                                                                  121.6
                                                                                                                                                                                                                                     122.2                                                                                                                                                    121.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      O/H
                                                                                                                                   122
                                                                                                                                           WM



                                                                                                                                                        12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                      /




                                                                                                                                                                                                                                                                                                                                                                                                                Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          120.6
                                  8




                                                                                                                                                /                                                                                                                                                                                                                                                                                                    PROPOSED FOOTPATH. REFER




                                                                                                                                                                                                                                                                                                                                                                                                                E
                              123.




                                                           ExT                                                                                                                                                                               121.8                                                                                                                                                     121.0
                                                    .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                     IPWEA DRAWING RS-080 FOR KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             O/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H
                                                 123




                                                                                                                                                                    1
                                                     PROPOSED VEHICLE CROSSOVER IN                                                                  122
                                                                                                                                                                                                                                                       121.6                                                                                                                                                                                         DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E




                                                                                                                                                               22
                                                                                                                                                       .6                                  1 IN 4 BATTER



                                                                                                                                                                  .0 1
                                                     ACCORDANCE WITH IPWEA


                                                                                                                                                             22
                                                     STANDARD DRAWING RS-051




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   120
                                                                                                                                                               .4

                                                                                                                                                                     122
                                 Ex T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                                                                                    .2


                                                                                                                                                                               122 121.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   /




                                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                                                                                                  .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  O/




                                                                                                                                                                                                 121
                                                                                                                                 /




                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              120.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E




                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                             .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 120
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  O/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .4



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                        12




                                                                                                                                                                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     /
                                                                                                                                                                                                       1.6




                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                Ex
                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 120
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .4
                                                         1       0          1     2   3       4         5
                                            SCALE                                                           (metres)
                                                                     1 : 100 (FULL SIZE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ADJACENT BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             116.0                        EXISTING MAJOR CONTOUR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING MINOR CONTOUR
                                                                                                                                                                                                                                                                                        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 RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DEJ                         DOUBLE EXPANSION JOINT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EJ                          EXPANSION JOINT
                                                         SECTION                                                 A                                                                                                                                                                                                                                                      SECTION                                                                           B                                                                                                                                                                   CJ                          SAW CUT JOINT
                                                         HORIZONTAL SCALE 1:50                                     -                                                                                                                                                                                                                                                    HORIZONTAL SCALE 1:50                                                                -
                                                         VERTICALL SCALE 1:25                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED FOOTPATH CONCRETE

          0.5             0           0.5      1.0
 SCALE                                                (metres)
                    1 : 25 (FULL SIZE)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1     0        1        2    3           4     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE                                                               (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 : 100 (FULL SIZE)
----      ----     ----                                                                         ----        ----             North Point        Approved                                                                                                                                                                                                                                                                                             Project Address                                                                                                         Title

----      ----     ----                                                                         ----        ----
                                                                                                                                                EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     45 MAPLE ST, COOROY AND 9 MYALL FOOTPATH DETAIL PLAN
                                                                                                                                  N
----      ----     ----                                                                         ----        ----                                31423               17/04/2026                                                                                                                                                                                                                                                                       ST COOROY
----      ----     ----                                                                         ----        ----                                For and on behalf of RECOR Pty Ltd.

----      ----     ----                                                                         ----        ----                                Scale                                                                                                                                                                                   ENGINEERING & PROJECT SERVICES                                                                               Client Details                                                                                                          Project Name                                                                                                        Sheet Size
                                                                                                                                                                                           1.0               0                 1.0               2.0                                                                                       SUNSHINE COAST | BRISBANE
----      ----     ----                                                                         ----        ----                                                 SCALE                                                                                  (metres)                                                                          www.recor.au | ABN 89 647 469 707                                                                          MYALL RISE PTY LTD                                                                                                       COOROY SOCIAL HOUSING                                                                                                 A1
                                                                                                                                                                                                       1 : 50 (FULL 

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