ADAMS + SPARKES Town Planning Report (30 & 32 The Cockleshell)

                                                                                                                                                                                                                                                                       LEGEND
                                                                                                                                                                                                                                                                                            PROPOSED DRIVEWAY


                                                                                                                                                                                                                                                                                            EXISTING STORMWATER
                                                                                                                                                                                                                                                                                           EXISTING SEWER MAIN
                                                                                                                                                                                                                                                                                           EXISTING WATERMAIN
                                                                                                                                                                                                                                                                                           EXISTING ENERGEX - UNDERGROUND
                                                                                                                                                                                                                                                                                           EXISTING TELSTRA
                                                                                                                                                                                                                                                                                           PROPOSED KERB ADAPTORS
                                                                                                                                                                                                                                                                                           AND ROOF WATER CONNECTION
                                                            1.50m   1.50m        0.59m
                                                                                                                                                                                                                                                                                           SAW CUT JOINT
                                                                                                                                                                                                                                                                                           (REFER DWG 07 FOR DETAILS)
                                                                                                                                                                                                                                                                                           EXPANSION JOINT
                                                                                                                                                                                FSL 2.65                                                                  FSL 2.65                         (REFER DWG 07 FOR DETAILS)
                                                                                         4
                                        1                       2           3
                                                                                                                                                                                                                                                                       SETOUT POINTS




           THE COCKLESHELL
                                                            12.5%    2.5%        5.0%




                             4.00m
                                                                                                                                                                                                                                                                            No,         LEVEL     *




                                                                                         4.95m
                                                                                                                                                                                                                                                                                  1       1.566

PROPOSED DRIVEWAYS                                                                                                                                                                                                                                                                2       1.753
                                                                                                             5
AS PER IPWEA STD DRG                                                                                                                                                                                                                                                              3       1.791
RS-049 (TYPE 5) & RS-050                                        7                                 5.5%
                                                                                                                                                                                                                                                                                  4       1.821
                                                                        8                                                                                                                                                                                                         5       2.175

                                                                                                                                                                                                                                                                                  6       1.533

                                                                                                                                                                                                                                                                                  7       1.721




                                                    1.73m
                                                                                            9
                                                                                                                                                                                                                                                                                  8      1.758
                                                                                                                  19                                 FSL 2.30                                                                                       FSL 2.50
                                                                                                                                                                                                                                                                                         1.788
                                                                                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                  10     1.535

                                                                                                                                                                                                                                                                                  11     1.722
                                                                                                                                                                                                                  SL 2.40
                                                                                                                                                                                                                                                                                  12      1.760

                                                                                                                                                                                                                                                                                  13      1.790

                                                                                                                                                                                                                                                                                  14      1.564
                                                                                                                  18




                                            0.70m
                                                                                                 5.3%                                                                                                                                                                             15      1.751

                                                                                                                                                                                                                                                                                  16      1.789

                                       10                      11                                                                                                                                                                                                                 17      1.819

                                                                                                                                                                                                                                                                                  18      2.182

                                                                                                                                                                                                                                                                                  19      2.132




                                                                                         4.95m
                                                            12.5%    2.5%        5.0%                                                                                                                                                                                  * REPRESENTS FINISHED CONCRETE LEVEL




                             4.00m
PROPOSED DRIVEWAYS
AS PER IPWEA STD DRG                                                                                                                                                                                                                                                   125mm THICK N32 CONCRETE
RS-049 (TYPE 5) & RS-050               14                                                                                                                                      FSL 2.65                                                                 FSL 2.65       WITH SL72 MESH
                                                               15
                                                                                16       17


                                                                                                                                                                                                                 NOTES
                                                                                                                                                                                                                   1.    DRIVEWAY AND CROSSOVER TO BE CONSTRUCTED IN
                                                                                                                                                                                                                   ACCORDANCE WITH IPWEAQ STD DRG RS-049 & RS-050
                                                                                                                                                                                                                   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.



                                                                                                 No   Date       Amendment                                                                   FOR APPROVAL        CLIENT:    JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN
      360 CIVIL CONSULTING PTY LTD                                                                                                                        Design:   J.A.G                                                                                                                                JOB NUMBER
                         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                                     AT:   30-32 COCKLESHELL, NOOSAVILLE
                                                                                                                                                                                   BEATRICE GIBBERD RPEQ 14557                                                                                            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.                                                                                                                                                                                                                                               06 of 10
                                                                                                                                                          Datum:    A.H.D.                 Size:      A3         TITLE: DRIVEWAY AND STORMWATER SETOUT PLAN