Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Compiled Approved Plans MCU17/014.02

of 21

Original PDF page 11, section 1. The text section number identifies this passage in the reader.

                                                                         -
                                                             APPROVED PLANS
                                                                MCU17/0014
                                                              NOOSA COUNCIL
                                                              17 AUGUST 2017



                                                                                                                                                                                                                                                                                    Ground Floor




                                                                                                                                                                                                                                                                                    Basement Floor
                                                                              Approximate Centre of Road
                                                                                                                    -3.0%
                                                                                                                   (approx)




                                                                                                                                                Gutter Invert




                                                                                                                                                                                                  Boundary
                                                                                                                                                                         Path

                                                                                                                                                                                         Path
                                                               Vertical
                                                               Datum
                                                               0.000




                                                                                                                                                                                                  5.636




                                                                                                                                                                                                                                               5.700




                                                                                                                                                                                                                                                                                                   5.700
                                                                    DESIGN
                                                                    LEVELS
                                                                                                                                                 5.470
                                                                                                                                                 5.620




                                                                                                                                                                                                  6.120




                                                                                                                                                                                                                                               6.665
                                                                   EXISTING
                                                                    LEVELS
                                                                                                           0.000




                                                                                                                                                 5.500



                                                                                                                                                                         7.200

                                                                                                                                                                                         8.400
                                                                                                                                                                                                  9.200




                                                                                                                                                                                                                                                                                                   25.200
                                                                                                                                                                                                                                               15.200
                                                                  CHAINAGE




                                                                                                                                                ENTRY DRIVEWAY LONG SECTION
                                                                                                                                                                                                                                                                                                                               FOR APPROVAL
                                                                                                                                                       WESTERN SIDE                                                                                                                                                              2 May 2017
                       NOTES:                                                                                                                                                                                                                                                                               0             1000        2000         3000        4000     5000mm

                       1.    DRAINAGE DESIGN BY STORMWATER ENGINEER                                                                                                                                                                                                                                         SCALE 1:50 (A1) HORIZONTAL
                       2.    DRIVEWAY GRADES AND TRANSITIONS MEET THE                                                                                                                                                                                                                                       0             1000        2000         3000        4000     5000mm
                             REQUIREMENTS OF AS2890.1:2004, AND NOOSA SHIRE
                             COUNCIL DCP.                                                                                                                                                                                                                                                                   SCALE 1:50 (A1) VERTICAL
                       3.    BASEMENT FLOOR LEVEL RL AT EXIT IS SUBJECT TO
                             DETAILED CIVIL,STRUCTURAL,STORMWATER DESIGN.                                                                                                                                                                                                                                         Drawn                      Designed                 Sheet No.

                             RAMP MUST MEET AS2890.
                                                                                                                                                                                                                                                   PROPOSED MIXED USE DEVELOPMENT                                  B.F.                       B.F.                       01
                                                                                                                                                                                                                                                                                                                Design By                                 Signature     Expiry
                                                                                                                                                                                                                                                         30-32 DOONELLA ROAD                       BRETT FRANKLIN
                                                                                                                                                                                                             Your Trust Is Our Asset                         TEWANTIN, QLD                                      Certified By            RPEQ No.          Signature     Expiry
                                                                                                                                                                                                                                                                                                   BRETT FRANKLIN                       18447
                                                                                                                                                                                                                                                       DRIVEWAY LONG SECTION
2/05/2017




                                                                                                                                                                                 U28, 600-606 Mowbray Road              Tel: +61 2 9420 0011
             A     ORIGINAL ISSUE                                                                                                                               02.05.17         Lane Cove North NSW 2066              Mob: +61 431 413 672                                                                                    Drawing No.                            Revision
            No.                                Description                                                           Initials   Certification   Signature         Date           www.greysconsulting.com.au      [email protected]
                                                                                                                                                                                                                                                                  ----                                                         1630-001                                  A
            J:\2016\1630-Doonella\4.DESIGN\1630-RevA.dwg

Log in to download the original (Compiled Approved Plans MCU17_014.02.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

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”.