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Approved Plan - OPW23/0184

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                                                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND
                                                                                                                                                                                                                                                                                                                 N                                                                                                                  MARK                      DESCRIPTION
                                                                                                                                                                                                                                                                82°15'50"
                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED BUILDING
                                                                                                                                                                                   4.00                                                                          31.744
                                                                                                                                                                                             2.26 E                                                                                                                                                                                                                                                           PROPOSED DRIVEWAY/CARPARK
                                                                                                                                                                                                 FAC




                                                                                 355°12'30"
                                                                                                                                                                                          INSIDE                                                46




                                                                                                                                                                                                                               51
                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED CROSSOVER




                                                                                                  4.225
                                                                                                                                                                            1.74




                                                                                                                                                                                                                            43.
                                                                                                                                                                                                                       FSL
                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RETAINING WALL




                                                                                                                                                                               00
                                                                                                                                                                                                                           46.178




                                                                                                                                                                            44.




                                                                                                                                                                                                                      +
                                                                                                                                                                                                                                                 PROVIDE 1500mm ROLL                                                                                                                                                                + FSL 23.750              PROPOSED FINISHED SURFACE LEVEL




                                                                                                                                             7




                                                                                                                                                                       FSL
                                                                                                                                          4.7
                                                                                                                          .01
                                                                                                                                                                                                                                                 UNDER AS PER IPWEAQ




                                                                                                                                     SL 4




                                                                                                                                                                      +
                                                                                                                                                                                                                                                                                                                                                                                                                                          FFL 24.00           PROPOSED FINISHED FLOOR LEVEL




                                                                                                                         5
                                                                                                                    SL 4
                                                                                                                                                                                                                                                 RS-049


                                                             45




                                                                                                                                  + F
                                                                                                                                                                                           %
                                                                                                                                                                                       12.5




                                                                                                                   + F
                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING BOUNDARY




                                                                                               5.1




                                                                                                                                                                                                                                       51
                                                                                                                                                          3.25




                                                                                                                                                                                                                                    43.
                                                                                        SL 4




                                                                                                                                                     46




                                                                                                                                                                                             46. 4.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING COMMUNICATIONS



                                                                          8




                                                                                                                                                                                                                                   FSL
                                                                                                                              1.50


                                                                      5.0
                                                                                                                                                            25%




                                                                                                                                                                                                32
                                                                                     + F




                                                                                                                                                                                          FSL L 4
                            WOODLARK RISE




                                                                                                       1.76
                                                                     SL 4




                                                                                                                                                                                                                                +
                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING WATER MAIN




                                                                                                                                                                                       + + FS
                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                  .9   3+         + F                                                         16%                               0
                                                                                                                                                             4.8 46.170
                                            INV44                                                                                           04




                                                                                                                                                                                         +
                                                                                                                                                         4                                                                                                                                     46                                                                                                                                         + 23.750
                                                                                                                                        45.          FSL
                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING SURFACE LEVEL




                                                                                                                                                                                      47
                                                                                                             5%                                                                                                                                 FFL 43.510
                                                                                                                                                                                                                                                       46.106
                                                                                                                                  FSL




                                                                                                                                                                                  46.
                                                                                                                                                 +
                                                                           0.8%                                               +                                                                                              .51




                                                                                                                                                                             FS L
                                                                    %                                                     +                                                                                                43
                                                              12. 50
                                                                            45.12                                                                                                           10%                      FSL
                                                                     + FS L                                                                                                                                                                                                                                                                                                                                                                                  4.91




                                                                                                                                                                                                                                                                                                                                                                                     90mm CLEARANCE
                                                                                                                                                                                                                 +
         1


                                                                                                                              FS
                                                                                              +
                                                    .97     +




                                                                                                                                L4
                                                                                                                                                             19%46.147                                                                                                                                                                                           4.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           120mm CLEARANCE
                                              INV44                                                    FS




                                                                                                                                   5.3
         -                                                                                             L4




                                                                                                                                                                                                          +
                                                                                                                                        7
                                                                                                             5.1




                                                                                                                                                                                                            FS
                                                                                                                                                                                         +
                                                                                                                4
                                                                                                             12.5%




                                                                                                                                                                                                              L4
                                                                                                                                                                                            FS
                                                                             45.16




                                                                                                                                                                                                                     6.4
                                                                                                                                                                                              L4
                                                                                          345°37'30"



                                                                       + FSL
                                                                                                          13.776




                                                                                                                                                                                                                       7
                                                                                                                                                                                                   6.3
                                                            1+                                                                                                                                                                                                                  46.237




                                                                                                                                                                                                      2
                                                     .0                                                +
                                               INV45
                                                                                                                                   +
                                                                                                            FS                                                       46.287                               1.50
                                                                                                                                        FS
                                                                                                                 L4
                                                                                                                                          L4
                                                                                                                   5.1
                                                                                                                                             5.4
                                                                                                                      8                                              5.00
                                                                                                                                                 6
                     NEW CROSSOVER AS
                                                                            TUCKEROO, 4
                     GENERALLY AS PER                                                                                     2.12                                                PROVIDE RAISED KERB
                     IPWEAQ RS49-RS50
                                                                                                                                                       5
                                                                                                                                                                              AND SELECTED
                                                                                                                                                                              VEHICLE BARRIER OVER
                                                                                                                                                                                                                                                                                                                                         0.93                  2.50                                                                 0.92                2.80
                                                                                                                                                                                                                                                                                                                            SPECIAL DESIGN
                                                                                                                                        46




                                                                                                                                                                                                                                                                                                                                                                                                                      B85
                                                                                                                                                                                                                                                                                                                            Exceeds B85 design                                                                        B85 to be used for domestic
                                                                            PROPOSED DRIVEWAY LAYOUT                                                                                                                                                                                                                                                                                                                  driveways as per AS2890.1 figure C1
                                                                            SCALE 1:150 @ A3                                                                                                                                                                                                                                                                              200w 50d SPLAY TO
                                                                                                                                                                                                                                                                                                                                                                          UNDERSIDE OF SLAB OVER



                                                                                                                                                                                                        B85 CLEARANCE TEMPLATE
                                                                                                                                                                                                        SHOWN LIGHTER

                                                                              1.50                                                                            2.50                                                                       1.90                           1.50                                                    3.25                                                                           4.00
                      WOODLARK RISE




                                                                                                                                                                                                                                                                                                                                                                                                                                50mm THRESHOLD RAMP




                                                                                                                                                                                                                                                                                                                                                                           0.04
                                                                                                                                                                                                                                                                                                                                                               0.05
                                                                                                                                                                                                                                                                                                                                                                                                                                OVER 300mm INTO GARAGE                                                       FFL 46.520
                                                                                                                                                                                                  RPBDY




                                                                                                                                                                                                                                                                                     INDICATES HIGHER                                                                                                                           OR 2/25mm STEPS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.35
                                                                                                                                                                                                                                                                                     DRIVEWAY PROFILE                                                                                                 10%

                                                                                                                                                                                                                                                                                                           19%                                                           0.20                                   INDICATIVE HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                OF BUILDING OVER

                                                                                                                                                                                                                                   12.5%




                                                                                                                                                                                                                                                                                                                                                        2.20
                                                                                                                                                                                                                                                                            0.03




                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.50
                                                                                                                                                                       0.8%                                                     5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.71
                                                                              12.50%
                                                                                                                                                                                                                                                                       16%

                                                                               NEW CROSSOVER TO
                                                                               IPWEAQ STD DRGS.                                                                                                                                                                                                                    25%
                                                                               RS-049 & RS-050

                                                                                                                                                                                                                                                                                                                                                                      12.5%                                                                                                                                  FFL 43.510




                                                                                                                                                                                                                                                                                                                                                                                                        0.07
                                                                                                                                                               DRIVEWAY CENTRELINE SECTION




                                                                                                                                                                                                                                                                                                                                                                                                                      0.08
                                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.04
            NOOSA COUNCIL                                                                                                                                      SCALE 1:50                                                                                                                             -                   SELECTED CROSSOVER DRAIN OR PROVIDE
                                                                                                                                                                                                                                                                                                                          SELECTED SLOT DRAINS THROUGHOUT RAMP
            APPROVED PLAN                                                                                                                                                                                                                                                                                                 TO HYDRAULIC/MANUFACTURERS DESIGN.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          220701-OPW-01-220909.DWG
         OPW23/0184 25 JAN 2024
                                                                                                                                                                                                                                                                                               SCALE                                      APPROVAL                    ISSUE DATE DESCRIPTION                                        BY       CHKD     DRAWING DETAILS                      PROJECT NUMBER
    PROJECT                                                                     CLIENT                                                                                                                                                                                                                                                                                  1 14-04-22 FOR APPROVAL                                     DTB       DK
    PROPOSED RESIDENCE                                                          SUNCITY HOMES                                                                                                                                                                     0            1.5       3.0         4.5     6.0         7.5m
                                                                                                                                                                                                                                                                                                                                           .................
                                                                                                                                                                                                                                                                                                                                                                        2 27-04-22 SECOND DRIVEWAY ADDED
                                                                                                                                                                                                                                                                                                                                                                        3 21-06-22 TURN PATHS ADDED
                                                                                                                                                                                                                                                                                                                                                                                                                                    DK
                                                                                                                                                                                                                                                                                                                                                                                                                                    DTB
                                                                                                                                                                                                                                                                                                                                                                                                                                              DK
                                                                                                                                                                                                                                                                                                                                                                                                                                              DK
                                                                                                                                                                                                                                                                                                                                                                                                                                                  DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 220701
    16 WOODLARK RISE SUNRISE BEACH                                                                                                                                                                                                                                                                                                                                      4 09-09-22 REVISED BASEMENT LEVEL                           DK        DK
                                                                                                                                                                                                                                                                                                                                         DANIEL KENNA                                                                                             DRAWN           DK                                 SHEET       ISSUE
    TITLE                                                                                                                                                                                                                                                                                SCALE 1:150 A3                                   (RPEQ 15522)
    PROPOSED DRIVEWAY LAYOUT & SECTION PLAN
                                                                                                                                                                                    e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from                        DRAWING STATUS                                                                                               DESIGN CHECK       DK                   C04                  4
Document Set ID: 22698536                                                                                                                                                           a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                                                 FOR APPROVAL                                                                                                   DATE             09-09-22
Version: 1, Version Date: 27/11/2023
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