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Compiled Approved Plans MCU17/014.02

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Original PDF page 14, section 1. The text section number identifies this passage in the reader.

                                                                    -
                                                             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)
                                                                                                                                                                                                                                                   12.3%
                                                                                                                                                                                                                                                  (1in8.1)
                                                                                                                                                                                                                                                  7.600m
                                                                        Vertical
                                                                        Datum
                                                                        0.000
                                                                                                                                                    4.200



                                                                                                                                                                            4.413



                                                                                                                                                                                                     4.483




                                                                                                                                                                                                                                                                  5.421




                                                                                                                                                                                                                                                                                                             5.421
                                                                           DESIGN
                                                                           LEVELS
                                                                                                                                                    4.200
                                                                                                                                                    4.350




                                                                                                                                                                                                     4.770




                                                                                                                                                                                                                                                                  5.365
                                                                          EXISTING
                                                                           LEVELS
                                                                                                   0.000




                                                                                                                                                    5.500



                                                                                                                                                                            7.200

                                                                                                                                                                                            8.400
                                                                                                                                                                                                     9.200




                                                                                                                                                                                                                                                                                                             25.200
                                                                                                                                                                                                                                                                  16.800
                                                                          CHAINAGE




                                                                                                                                                        EXIT DRIVEWAY LONG SECTION
                                                                                                                                                                                                                                                                                                                                         FOR APPROVAL
                                                                                                                                                                EASTERN 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.                      04
                                                                                                                                                                                                                                                                                                                          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

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