Skip to the record
The definitive source for everything Noosa Council.

Council archive · source document

RFI - Attachment-4-Updated_Engineering_Plans · MCU19/0055

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

Log in to see the plans as drawn

Original PDF page 3, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                      SWEPT PATH ANALYSIS
                                                                                                                                                                                                            KERB &
                                                                                                                                                                                                                      CHANNE
                                                                                                                                                                                                                                  L
                525RCP                                                                                                                                                                                                                           .79
                                                                                                                                                                                                                                               39

                    .29                                                                                                                                                                             PP
                  41 E                                                                                                                                                                                                                                            .70
                     OL                                                                                                                                                                                                                                         39
                  NH                      .20
                MA                      41            .13




                                                                                                      40.8
           SW                                      41       Concret
                                                                          e




                                                                                                                                                                                                                                                                                              .61
                                                                                                                                                                                                                                                                                        39




                                                                                                                             .6
                                                                                                                          40
                                                                                                                                                                                                                                                                                                           .72
                                                                                                                                                                                                                                                                                  LE                     39 REW
                                                                                                                                                                                                                                                                             O                             SC
                                                                                                                                                                                                                                                                      .72 NH




                                                                                                                                                   .4
                                                                                                                                                                                                                                                                    39 MA                                             5




                                                                                                                                                40
                                                                                                                                                                                                                                                                      SW                                            .5
                                                                                                                                                                                                                                                                                                                 39                                                                 ut
                                                                                                                                                                                                                                                                                                                           .68                                                 Sh
                                                                                                                                                                                                                                                                                                                         39 REW                                          ted
                                                                                                                                                                                                                                                                                                                           SC                                         us
                                       .91                                                                                                                                                                                                                                                                                                                      LE - R




                                                                                                                                                                             .2
                                    40 IT                                                                                                                                                                                                                                                                                                O le
                                                                                                                                                                                                                                                                                                                                      NHsib




                                                                                                                                                                           40
                                        P                                                                                                                                                                                                                                                                                          MAces
                                 T E LE                              WM                                                                                                                                                                                                                                                      .71
                                                                                                                                                                                                                                                                                                                           39 WERInac
                                                                                                                                                                                                                                                                                                                             SE
                                                                                                      126°0'




                                                                                                                                                                                             40
                                                                                                                                                                                                                                                                                                                                              .47
                                                                                                      12.537                                                                                                                                                                                                                                39



                                                                                                                                                                                          142°0
                                                                                                                                                                                                '                                                                                                                                                         .43
                                                                                                                                                                                         12.5                                                                                                            S                                          39
                                                                                                                                                                                             37




                                                                                                                                                                                                       .8
                                                                                                                                                                                                    39
                                                                                                                                                                                                                                                                                                                .59
                                                                                                                                                                                                                                                                                                             39



                                                                                                                                                                                                                                                                                                                                                        .35
                                                                                                                                                                                                                                                                                                                                                      39

                                                                                                                                                                                                                                                                                                      .54




                                                                                                                                                                                                                      '
                                                                                                                                                                                                                   30
                                                                                                                                                                                                                                                                                                    39




                                                                                                                                                                                                                 2°
                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                83
                                                                                                                                                                                                                                               39.




                                                                                                                                                                                                             18
                                                                                                                                                                                                            7.3
                          CP       39
                               72
                            19
                          SP
                                                36°35'30"
                                                            19.568




                                                                                                                                                                                                                                                                                                           .53
                                                                                                                                                                                                                                                                                                         39


                                                                                                               UNIT B
                                                                                                                                                                                                                                                                                                                                                          .24
                                                                                                             FFL 40.600                                                                                                                                                                                                                             39




                                                                                                                                                                                    UNIT A




                                                                                                                                                                                                                                                                                       39.4
                                                                 40.2




                                                                                                                                                                                  FFL 40.000

                                                                                                                                                                                                                                                                                                                                                    .18
                                                                                                                                                                                                                                                                                                                                               39




                                                                                                                                                                                                                                                                                                                          39.2
                                                                                                                                                                                                                                                                                                                                           39.NEL
                                                                                                                                                                                                                                                                                                                                 KERB & CHAN   2




                                                                                                                                                                                                                                                                                                                                                                         hill street
                                                                                                                                                                                                                                      215°0'
                                                                                                                                                                                                                              9.382
                                                                                                                                  39.8
                                                                                                                                                        29.035
                                                                                                                                                        304°52'


                                                                                                                                                                                                                                                                                              .44
                                                                                                                                                                                                                                                                                        39
                                                                                                                                                         94
                                                                                                                                                               5   66
                                                                                                                                                            94
                                                                                                                                                         RP




                                                                                                                                                                                                                                                        * NOTE, THE UNIT A DRIVEWAY
                                                                                                                                                                                                                                                        WIDTH AT THE BOUNDARY IS TO
                                                                                                                                                                                                                                                        BE INCREASED TO A MINIMUM
                                                                                                                                                                                                                                                         3700mm TO ENSURE VEHICLE
                                                                                                                                                                                                                                                            ACCESS IS ACHIEVED.




                                                                              CERTIFIED BY:                                       DRAWING ISSUE:                        DRAWING TITLE:                                    SCALE & SHEET SIZE:                                                                                                                                            SHEET No.:
                                                                                                                                                                                                                                                                        CLIENT:                Andy & Pamela Pannifex
  Unit 7 "Kuluin Village South"                                                    C.Hoger RPEQ (15346)                                     C
                                                                                                                                                                                                                                                                                              Proposed Dual Occupancy at
                                                                                                                                                                         CROSSOVER & DRIVEWAY                             1:200 - A3                                                                                                                                                           1-03
  1 Indiana Pl, Kuluin, Q, 4558.                                                                                                                                                                                                                                        PROJECT:
Email: [email protected]                                            DESIGNED BY:    DRAWN BY:        JOB No.:           DATE:
      www.structures.net.au
                                                                                                                                                                                                                                                                                              Lot 93 (RP94566), No. 27 Hill Street
                                                                                 C.H.            C.H.            12727               04.07.2019
                                                                                                                                                                                                                                                                                              Sunshine Beach QLD 4567

Used in these records

About this file

File size
719 KB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Attachment-4-Updated_Engineering_Plans.pdf · 719 KB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

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

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