Skip to the record
Noosa’s premier civic archive.

Council archive · source document

MCU14/0073 Town Planning Report

of 108

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED DEVELOPMENT AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                - SUBJECT SITE

                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING CONCRETE DRIVEWAY & CARPARKING

                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING LAKE MACDONALD DRIVE AND SITE ENTRY



                                                                                                                                                                                                                           EXISTING BUILDING




                                                                                         EXISTING BUILDING TO
                                                                                             BE DEMOLISHED
                96.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                      95.50
                                                            95
                                            .50




                                                                 .50
                                     PP


                                          95




96.00
                                                             95.50




        95.50
                                                        EXISTING WATER
                                                          CONNECTION

                                                                                             EXISTING FH
                                                                                                                                                                                                                  EXISTING BUILDING
                                                                                                       EXISTINGSTORMWATER                                                                                                                                                                                                                                                                               EXISTING CONCRETE
                        95.
                            00   EXISTING WATER                                                                  PIT
                                        MAIN
                                                                       95
                                                                           .0
                                                                           0




                                                                                              EXISTING SEWAGE
                                                  LA




                                                                                                                                                                                                                                                                                                                                                                                                                           50
                                                                                                                                                                                                                                                                                                                                                                                                                          95.
                                                                                              TREATMENT SYSTEM
                                                    K
                                                    E




                                                                                               TO BE RE-LOCATED
                                                        M
                                                        AC




                                                                                                                                            95.50
                                                            D
                                                                 O
                                                                       N
                                                                       AL




                                                                                                                                                        EXISTING                                                             95.50
                                                                          D




                                                    94.50
                                                                                                                            EXISTING 300Ø               BOLLARDS                                                                                                                                                                                                                                                  EXISTING GARDEN
                                                                                               94.00
                                                                                D




                                                                                                                                  RCP                                                                                                                            EXISTING EDGE OF CONCRETE
                                                                                R
                                                                                    IV




                                                                                                                                                                             EXISTING 225Ø
                                                                                     E




                                                                                                                           94.00        95.00                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                        .5
                                                                                                                                                                                                                                                                                                                                                                                     95
                                                                                                                                                                                   RCP                                                                                                         95
                                                                                                                                                                                                                             EXISTING 225Ø                          EXISTING 225Ø                .5
                                                                                                                                                                                                                                                                                                    0          EXISTING 225Ø                                                                                                                                          95.00
                                                    EXISTING ENTRY                                                                                         94
                                                                                                                                                                                                                                   RCP                                    RCP                                        RCP
                                                                                      EXISTING 450Ø                                                          .5
                                                                                                                                                                0                                                                                                                                                                                            EXISTING SHEDS
                                                                                            RCP              93
                                                                                                               .0                                                                                                                                                                                                                                                                                               EXISTING STAFF PARKING
                                                                                                                                                                                                                                                                                                                                                                                                                  (27 SPACES GRASS)
                                                                                                                 0
                                                                                                                                                                     93.00                                                   95.00
                                                                                                                                                                                                                   94.0                                                                                     95.00
                                                                                                                                               0 50                                                                    0                                                                   94.00                                                                                   95.00
                                                                                                                                             .0 4.
                                                                                                                                           94 9                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                     93.00                                                                                                                                                                                                                              93.0
                                                                                                                                        EX




                                                                                                                                                                                                                                                                                                                                           93.00
                                                                                                                                EX

                                                                                                                                           IST




                                                                                                                                                                                                                                                                                                             92.00
                                                                                                                                                                                                                                             CREEK                                                                                                                                                                                                             .00
                                                                                                                                   IST


                                                                                                                                              ING




                                                                                                                                                                                                    93.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                          94
                                                                                 EXISTING
                                                                                                                                     ING


                                                                                                                                                    BO




                                                                                                                                                                                                                                                                      93.00
                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                                                     94.00
                                                                                3/1050Ø RCP
                                                                                                                                         TE


                                                                                                                                                      UN
                                                                                                                                           LS




                                                                                                                                                                                                     BRIDGE
                                                                                                                                                        DA
                                                                                                                                              TR


                                                                                                                                                           RY
                                                                                                                                                    A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                0 0
                                                                                                                                                                                                                                                                                                                                                                          94.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                              92.
                                                                                                                                                                                                                                                                                         .00                                            94.
                                                                                                                                                                                                                                                                                            93                                        00
                                                                                                                                                                                                                                                                                                                     92.0
                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                           EXISTING                   EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                 .00
                                                                                                                                                                                                                                                                                                                                                                                                               93
                                                                                                                                                                                                                                                                                                                                            BRIDGE                   5/1200Ø RCP




                                                                                                                                                                                                                                                                                                                                                                                                                                                      .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                    91
                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                   92.0


                                                                                                                                                                                                                                                                                                                                                                                                                  91.00                     91
                                                                                                                                                                                                                                                                                                                                                                                                92.50                                       91..00
                                                                                                                                                                                                                                                                                                                                                                                                                                                50




                                                                                                                                                                                                                                                             -

                                                                                                                                                                                                                                  NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                CAUTION -
                                                                                                                                                                                                                                 APPROVED PLANS                                                                                                NOTE:
                                                                                                                                                                                                                                                                                                                                                   ALL LEVEL AND SURVEY INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                                                                                                                                LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
                                                                                                                                                                                                                               OPW13/1038 25 FEB 2014                                                                                              SUPPLIED BY SKYLINE SURVEYORS
                                                                                                                                                                                                                                                                                                                                                   PH: 07 54934877
                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
                                                                                                                                                                                                                                                                                                                                                   LEVEL DATUM: AHD, PSM No.                                    EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.

                                                                                                                                                                                                                                                                                                                                                   CLIENT:                                                                                                                        JOB NUMBER
 REV DATE DESCRIPTION                                   BY             CHKD                                                                          SCALE                                                       APPROVED                                                                                                                                                                                                                                                              1014
                                                                                                                                                                                                                                                                                                                                                   PROJECT:
                                                                                    DATUM                   AHD        0             7.5              15            22.5             30             37.5m
                                                                                    DESIGN                  LN
                                                                                                                                                                                                               .................                                                                                                                                                                                                                                              SHEET:    2   OF   9


                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING NUMBER         REV
                                                                                                                                                                                                            Director: TONY SHELLEY                                                                                                                 DRAWING TITLE:
                                                                                    DRAWN                   LN                                       SCALE 1:750 A3                                               (RPEQ 7736)
                                                                                    DESIGN CHECK            TS                                                                                                                                                       07 54534494                                                                                                                                                                                                   R02
                                                                                                                                                                                                            DRAWING STATUS                                                                                 www.barlowshelley.com.au
                                                                                                                      This drawing is not to be copied or amended without written permission from                                                                    [email protected]
                                                                                    DATE                   13-11-13   Barlow Shelley Consulting Engineers                                                         FOR APPROVAL                                       PO Box 432 Buderim 4556            ABN 42 135 788 813

Used in these records

About this file

File size
8.0 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

MCU14_0073 Town Planning Report.pdf · 8.0 MB (large file)

The download may take up to a minute.

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”.