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Approved Plans MCU17-0563 & OPW17-0597

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                                                                                                                                                                                                                                                                                          LEGEND
                                                                                                                                                                                                                                                                                                                      PROPOSED DRIVEWAY
                                                                                                                                                                                                                                                                                                                      150 THICK N32 CONCRETE
                                                                                                                                                                                                                                                                                          D     D   D     D    D
                                                                                                                                                                                                                                                                                                                      EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                     EXISTING SEWER MAIN
                                                                                                                                                                                                                                                                                                                     EXISTING WATERMAIN
                                                                                                                                                                                                                                                                                                                     EXISTING ENERGEX - UNDERGROUND
                                                                                                                                                                                                                                                                                                                     EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                     PROPOSED KERB ADAPTORS
           THE COCKLESHELL




                                                                                                                                                                                                                                                                                                                     AND ROOF WATER CONNECTION
                                                            1.50m   1.50m        0.59m
                                                                                                                                                                                                                                                                                                                     SAW CUT JOINT
                                                                                                                                                                                                                                                                                                                     (REFER DWG 07 FOR DETAILS)
                                                                                                                                                                                                                                                                                                                     EXPANSION JOINT
                                                                                                                                                                                                                                                                                                                     (REFER DWG 07 FOR DETAILS)
                                                                                         4                                                                                                         FSL 2.65                                                                  FSL 2.65


                                        1                       2           3
                                                                                                                                                                                                                                                                                              SETOUT POINTS
                             4.00m




                                                            12.5%    2.5%        5.0%
                                                                                         4.95m
                                                                                                                                                                                                                                                                                                    No,            LEVEL    *
                                                                                                                                                                                                                                                                                                          1         1.566

PROPOSED DRIVEWAYS                                                                                                              5                                                                                                                                                                         2         1.753
AS PER IPWEA STD DRG
RS-049 (TYPE 5) & RS-050                                        7                                 5.5%
                                                                                                                                                                                                                                                                                                          3         1.791

                                                                                                                                                                                                                                                                                                          4         1.821
                                                                        8                                                                                                                                                                                                                                 5         2.175

                                                                                                                                                                                                                                                                                                          6         1.533
                                                    1.73m




                                                                                            9                                                                                                                                                                                                             7         1.721

                                                                                                                                                                                                                                                                                                          8        1.758
                                                                                                                                     19                                 FSL 2.30                                                                                       FSL 2.50
                                                                                                                                                                                                                                                                                                          9        1.788

                                                                                                                                                                                                                                                                                                          10       1.535

                                                                                                                                                                                                                                                                                                          11       1.722
                                                                                                                                                                                                                                     SL 2.40
                                                                                                                                                                                                                                                                                                          12        1.760

                                                                                                                                                                                                                                                                                                          13        1.790
                                            0.70m




                                                                                                                                     18                                                                                                                                                                   14        1.564
                                                                                                 5.3%                                                                                                                                                                                                     15        1.751

                                                                                                                                                                                                                                                                                                          16        1.789

                                       10                      11                                                                                                                                                                                                                                         17        1.819

                                                                                                                                                                                                                                                                                                          18        2.182

                                                                                                                                                                                                                                                                                                          19        2.132
                                                                                         4.95m




                                                                                                                                                                                                                                                                                              * REPRESENTS FINISHED CONCRETE LEVEL
                             4.00m




                                                            12.5%    2.5%        5.0%



PROPOSED DRIVEWAYS
AS PER IPWEA STD DRG                                                                                                                                                                                                                                                                          125mm THICK N32 CONCRETE
RS-049 (TYPE 5) & RS-050               14                      15                                                                                                                                 FSL 2.65                                                                 FSL 2.65           WITH SL72 MESH



                                                                                16       17

                                                                                                                                                                             -
                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                    NOTES
                                                                                                                                                         APPROVED PLAN
                                                                                                                                                      MCU17/0563 & OPW17/0597                                                         1.    DRIVEWAY AND CROSSOVER TO BE CONSTRUCTED IN
                                                                                                                                                                                                                                      ACCORDANCE WITH IPWEAQ STD DRG RS-049 & RS-050
                                                                                                                                                            4 JUN 2018                                                                2.    ALL ROOFWATER AND STORMWATER TO DISCHARGE
                                     CAUTION -                                                                                                                                                                                        TO NEW KERB ADAPTORS AND DRIVEWAY STORMWATER PIT
                                     EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT                                                                                                                                       3.    DRIVEWAY SET OUR TO BE INSPECTED BY AN RPEQ
                                     LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE                                                                                                                                         PRIOR TO POUR.
                                     PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.                                                     NOTE:                                                                                 4.     ALL VERGE AREAS TO TIE BACK INTO EXISTING
                                     THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO                                                       FOR BUILDING SETOUT REFER TO ARCHITECTS DRAWINGS
                                     EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.




      360 CIVIL CONSULTING PTY LTD                                                               No    Date                         Amendment
                                                                                                                                                                             Design:   J.A.G                    FOR APPROVAL        CLIENT:    JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN                                            JOB NUMBER
                                                                                                 A    08-03-18 CHANGES AS PER COUNCIL RFI
                         ABN: 13 609 593 339                                                                                                                                 Drawn:    J.A.G                                        PROJECT:   PROPOSED DUPLEX DEVELOPMENT
 BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER
                                                                                                                                                                                                                                                                                                                                     2017115
            23 OOGAR STREET, MAROOCHYDORE. QLD 4558                                                                                                                          Date:     04/11/17
                                                                                                                                                                                                      BEATRICE GIBBERD RPEQ 14557   AT:   30-32 COCKLESHELL, NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                    DRAWING No:
    Mobile: 0403 862 009  Email: [email protected]                                                                                                          Checked: B.G.                   DATE:    04/11/2017          LOT 11 ON RP138550 & 0 BUP6971
  THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD.
                                                                                                                                                                             Datum:    A.H.D.                 Size:      A3         TITLE: DRIVEWAY AND STORMWATER SETOUT PLAN
                                                                                                                                                                                                                                                                                                                                        06 of 12
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