Approved Plans OPW24/0017

                                                                                                                                                                                                       E
                                                                                     Pas enger vehicle (5.2 m)



                                                                                                                                                                                                   EE
                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 13




                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                        P9313




                                                                                                                                                                                                   E
                                                                                                                                     FOR VERTICAL ALIGNMENT




                                                                                                                                                                                                   E
                                                                                                                                     REFER C-SK002




                                                                                                                                                                                                   E
                                                                                                                                                                                                   E
                                                                                                                                                                                                   E
                                                                                                                          TREET




                                                                                                                                                                                                   E
                                                                                                                       PLOVER S




                                                                                                                                                                                               E
                                                                                                                                                                                               E
                                                                                                                                                                                               E
                                                                                                                                                                                               E
                                                                                                                                                                                               E
                                                                                                                                       12.80
                                                                                                                                                              12.85
                                                                                                                                                                                               E
                                                                                                                                                                               12.78
                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 12
                                                                                                                                                                                                                  12.48                                                                                                                                                                                                                 P9313
                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                            11.14                                  10.89
                                                                                                                             3.50m




                                                                                                                                                                                               E
                                                                                                                                                      12.8




                                                                                                                                                             9.0%      3.5%                            15.0%
                                                                                                                                                                                12.8




                                                                                                                                                                                                   12.7


                                                                                                                                                                                                               12.6
                                                                                                                                                                                               E




                                                                                                                                                                                                                          12.5

                                                                                                                                                                                                                                     12.4

                                                                                                                                                                                                                                            12.3
                                                                                                                                                                                                                                                   12.2
                                                                                                                                                                                                                                                          12.1
                                                                                                                                                                                                                                                                 12.0
                                                                                                                                                                                                                                                                        11.9
                                                                                                                                                                                                                                                                                11.8
                                                                                                                                                                                                                                                                                           11.7
                                                                                                                                                                                                                                                                                                  11.6
                                                                                                                                                                                                                                                                                                             11.5
                                                                                                                                                                                                                                                                                                                    11.4
                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                           11.3
                                                                                                                                                                                                                                                                                                                                  11.2

                                                                                                                                                                                                                                                                                                                                         11.1
                                                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                        11.0
                                                                                                                                      12.74                   12.85                                                                                                     25.0%
                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                12.5%                      E




                                                                                                                                                                                                                                                                                                                                                                                    5.90m
                                                                                                                                                                               12.78                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                    E                                                              PROPOSED CARPORT
                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                  12.48                                                                                  E
                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                              E
                                                                                                                                                                                           E




                                                                                                                                                       EXISTING TREE                                                             E
                                                                                                                                                           TO REMAIN                                              E
                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                            11.13
                                LEGEND                                                                                                                                                                                                        WM                                                                                                                   10.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5.2
                                                                                          SITE BOUNDARY
                                                                                                                                                                                                                                            WM
                                                                                                                                                                                           E




                                                                                          EXISTING CONTOUR
                                                     ??.??                                DESIGN CONTOUR MAJOR
                                                                                                                                                                                       E




                                                                                          DESIGN CONTOUR MINOR
                                                                                          CHANGE OF GRADE
                                                                                                                                                                                       E




                                                  12.69                                   PROPOSED LEVEL                                                                                                                                                                                                                                                                                                                                                              0.95                3.05
                                                    FALL%                                 PROPOSED GRADE
                                                                                                                                                                                       E




                                                                                          BUILDING WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Car/van Vertical Clearance
                                                                                          CONCRETE DRIVEWAY
                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Overall Length                                                                                           5.200m
                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 11                           Overall Width                                                                                            1.940m
                                                                                                                                                                                                                                                                                                                                                                                                                                        P9313                            Overall Body Height                                                                                      2.200m
                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Min Body Ground Clearance                                                                                0.100m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Track Width                                                                                              1.840m
                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Lock-to-lock time                                                                                        4.00s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Curb to Curb Turning Radius                                                                              6.300m
                                     NOOSA COUNCIL
                                                                                                                                                                                       E




                                     APPROVED PLAN
                                  OPW24/0017 11 APR 2024                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0     0.5         1.0   1.5   2.0       2.5       3.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:50 AT A1 SIZE
                                                                                                                                                                                                                                                                                CLIENT                                                                                                                                PROJECT                       STATUS                                                                  TITLE

                                                                                                                                                                                                                                                                                                                                                                               Brisbane Office                                                                                                                                      PROPOSED DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                               70-72 Bowen St, Spring Hill QLD 4000
                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED CARPORT                                                                                    AND CARPORT LAYOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWN     DESIGNED       CHECKED              APPROVED
                    C
                    B
                            17.02.23
                            18.11.22
                                          FOR APPROVAL
                                          REVISED DRIVEWAY ALIGNMENT
                                                                                                         JC
                                                                                                         PH                                                                                                                                                                                                                                                                    P / +61 7 3167 3300                              38 PLOVER STREET,        PH          PH              JC               JC                            PLAN
                    A       27.09.22      PRELIMINARY FOR DISCUSSION                                     PH                                                                                                                                                                                                                                                                    E / [email protected]
                   REV       DATE         DESCRIPTION                                                   RVD      REV     DATE         DESCRIPTION                             RVD                                                                                                                                                                                              bgeeng.com                                        PEREGIAN BEACH     DATUM     GRID           SCALE                                          PROJECT No.       DRAWING No.                            REV.

                                                         REVISIONS
                 P:\BGE\BNE\B21132\100 DRAWINGS\102 CIVIL\AUTCAD\B21132-DRG-C-SK001.DWG
                                                                                                                                                    REVISIONS                                                                                                                                                                                                                                                                                                                        1:50                    AT   A1 SIZE           B21132    SK-C-0001                                     C
                 17/02/2023 4:45:25 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C   BG&E Pty Limited

Document Set ID: 22806226
Version: 1, Version Date: 09/02/2024