Compiled Approved Plans MCU17/014.02

                                                             -
                                                 APPROVED PLANS
                                                    MCU17/0014
                                                  NOOSA COUNCIL
                                                  17 AUGUST 2017




                                                                                                                                                                                                                                                                                        Ground Floor




                                                                                                                                          1in8              1in40             1in20
                                                                                                                                                                                                                                                                                        Basement Floor
                                                                                                                                                                                                                                                                     Refer to Note 3.




                                                                                                                                                                     Path

                                                                                                                                                                                     Path
                                                                                                                                                                                              Boundary
                                                                              Approximate
                                                                                            Centre of Road
                                                                                                              -3.0%




                                                                                                                                            Gutter Invert
                                                                                                             (approx)

                                                                                                                                                                                                                                             9.8%
                                                                                                                                                                                                                                           (1in10.2)
                                                                                                                                                                                                                                            7.600m
                                                                 Vertical
                                                                 Datum
                                                                 0.000
                                                                                                                                             4.390



                                                                                                                                                                     4.603



                                                                                                                                                                                              4.673




                                                                                                                                                                                                                                                            5.421




                                                                                                                                                                                                                                                                                                       5.421
                                                                    DESIGN
                                                                    LEVELS
                                                                                                                                             4.390
                                                                                                                                             4.540




                                                                                                                                                                                              4.960




                                                                                                                                                                                                                                                            5.555
                                                                   EXISTING
                                                                    LEVELS
                                                                                            0.000




                                                                                                                                             5.500



                                                                                                                                                                     7.200

                                                                                                                                                                                     8.400
                                                                                                                                                                                              9.200




                                                                                                                                                                                                                                                                                                       25.200
                                                                                                                                                                                                                                                            16.800
                                                                   CHAINAGE




                                                                                                                                                 EXIT 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.                      03
                                                                                                                                                                                                                                                                                                                    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