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RFI - Engineering Plans · MCU22/0197

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Plans and drawings: the text below has words only, no drawings.

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Original PDF page 17, section 1. The text section number identifies this passage in the reader.

N




                                                                                                                                                                                                      S
              CP                                                                                                      671
            SP111801                                                                                                RP225123




                                                                                                                                                                                                  S




                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                              .09




                                                                                                                                                                                                                        .2
                                                                                                                                                                                                                      37
                                                                                                                                                                                                                                            37




                                                                8
                                                              .7
                                                            38




                                                                                      2
                                                                                  .5
                                                                                 38




                                                                                                                              1
                                                                                                                          .4
                                                                                                                                                                                                              37




                                                                                                                         38




                                                                                                                                                             2
                                                                                                                                                                                                                .5




                                                                                                                                                           .4



                                                                                                                                                                       9
                                                                                                                                                                   .6




                                                                                                                                                                                              S
                                                                                                                                                         38
                                                                                                                                                                                       37




                                                                                                                                                                  38
                                                                                                                                                                                          .96

                                                                      UP




                                                                                                                                                                                                            37
                                                                                                                                                                                                               .93
                                                                                                                                                                                                                          37.83




                                                                                                                                                                                                                           TBM (Nail in Kerb)
                                                                                                                                                                                                                           RL38.17 AHD
                                                                                                                                                                                                  38
                                                                                                                                                                                                      .5
                                                                                                           UP                                                                                           2




                                                                                                                                                                                                                             38.53




             CP
          SP111802
                                                                                                                                                                                                                               39.20


                                                                                                                                                                                                                                                                                                                                   0.80               3.05                      1.15




                                                                                                                                                                                                            39.
                                                                                               UP




                                                                                                                                                                                                              81
                                                                                                                                                                                                                              39.70



                                                                                                     UP




                                                                                                                                                                                                                  40
                             42.77




                                                                                                                                                                                                                          Edge of Bitumen
                                                                                                                                                                                                                                                                                                                                   0.95               3.05                      1.20




                                                                                                                                                                                                                                                                  SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                                                       5.20


                            42.97
                                                                                                                                                                                                                                                                                                                             B99 VEHICLE (REALISTIC MIN RADIUS) (2004)




                                                                                                                                                                                                            40.
                                                                                                                                                                                                                                                                                                                             OVERALL LENGTH                                                5.200m




                                                                                                                                                                                                                88
                                                                                                                                                                                                                              40.74
                            43.59
                                                                                                                                                                                                                                                                                                                             OVERALL WIDTH                                                 1.940m
                                                                                                                                                                                                                                                                                                                             OVERALL BODY HEIGHT                                           1.878m
                                                                                                                                                                                                                                            TBM (Screw in Kerb)                                                              MIN BODY GROUND CLEARANCE                                     0.120m
                                                                                                                                                                                                                                            RL41.09 AHD                                                                      TRACK WIDTH                                                   1.840m
                                                                                                                                                                                                                                                                                                                             LOCK-TO-LOCK TIME                                             4.00s
                                                                                                                                                                                                                                                                                                                             KERB TO KERB TURNING RADIUS                                   6.250m




                                                                                                                                                                                              S
                                                                        1                                                                            2
                                                                     SP194330                                                                     SP194330                                                                       41.53




                                                                                                                                                                                                                .63
                                                                                                                                                                                                              41
                                                                                                                                                                                                                                                                                                                                     LEGEND:
                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                  VEHICLE BODY ENVELOPE

                                                                                                                                                                                                                                                                                                                                                                  WHEEL PATH

                                                                                                                                                                                                                                                                                                                                                                  0.3m OVERHANG




                                                                                                                                                                                                                                                                                                                                                  1   0       1   2     3       4      5
                                                                                                                                                                                                                                                                                                                                          SCALE                                            (metres)
                                                                                                                                                                                                                                                                                                                                                       1 : 100 (FULL SIZE)



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

                                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                                                                                                                                                                   TITLE:                                             STATUS:
                                                                                                                               IZAROX QLD PTY LTD                               73 SOUTHERN CROSS PARADE
                                                                                                                                                                                                                                                                                                                   VEHICLE SWEPT PATHS                                FOR APPROVAL - NOT FOR
                                                                                                                                                                                  SUNRISE BEACH QLD 4567                                                                                                                                                              CONSTRUCTION
     © ABN 89 647 469 707
                                      B    23/02/23   INFORMATION RESPONSE                QT    JB    JB
                                                                                                                                                                                                                                                                                                NATHAN WAGSTAFF    PLAN SHEET 6 OF 8
        37 MARY ST                                                                                                                                                                                                                                                                                 RPEQ: 26443
                                      A    25/10/22   FOR APPROVAL                        QT    JB    JB   SCALE:
    NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                           CPEng NER       DRAWING NUMBER:                                    PROJECT NUMBER:                 SHEET REV:
                                     REV   DATE               DESCRIPTION             DWN      CHK   APP
       +61 7 5211 1003
                                                                                                                                            1:100                                                                                                                                                 DATE: 23/02/23                                                                                       SIZE:
    RECORCONSULTING.COM                                              REVISIONS
                                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                   065                                                20220237                        A1 B

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