Engineering Report · MCU18/0094

                                                                                                                                                                                                                                              569
                                                                                                                                                                                                                                                                                                                                                                                                                                                              STORMWATER NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE
       1/ 200x100 RHS TO                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER PITS THEY CONTRIBUTE TO.
       DISCHARGE TO KERB                                                           600x600 GRATED PIT




                                                                                                                                                                                              IL:112.61
       VIA APPROVED KERB                                                           CLASS 'D' LID                                                                                                                                                                                                                                                                                                                                                              2. REFER DRAWINGS /CA01 FOR STORMWATER CATCHMENTS
       ADAPTOR                                                                                                                                                                                                                                                                                                                                                                                                                                                   AND CALCULATION TABLES.




                                                               RL
                                                                 11
                                                                                                                                                                                                                                                                       RW1                 PROPERTY BOUNDARY                                                                                                                                                  3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3,




                                                                   4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R.R.J.




                                                                      70
                                                                                                                                                   114.15




                                                                                                                                                                                                                                                                                                                                                                                                                          3
                                                                                                                                                                               RL
                                                                                                                     RL




                                                                                                                                                                                                                                                                                                                         RL
                                                                                                                                                                                                                                                                  RL




                                                                                                                                                                                                                                                                                                                                                                           RL




                                                                                                                                                                                                                                                                                                                                                                                                                      4.3
                                                                                            RL




                                                                                                                                                                                  11
                                                                                                                       11




                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                       11




                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                                                                                                                                                              4. UNLESS NOTED OTHERWISE ALL STORMWATER MANHOLES




                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                             11




                                                                                                                                                                                    4.1
                                                                                                                         4.1




                                                                                                                                                                                                                                                                                                                               4.2
                                                                                                                                                                                                                                                                        4.2




                                                                                                                                                                                                                                                                                                                                                                                4.3
                                                                                                                                                                                                                                                                                                                                     114.30




                                                                                                                                                                                                                                                                                                                                                                                                                  RL
                                                                                                4
                                                                                                                                                    114.20                                                                                                                                                                                                                                                                                                       ARE TO BE STD 1050 DIA




                                                                                                                                                                                        5
                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                 .08
                                                      PROPERTY BOUNDARY




                                                                                                    0
                                                                                            50
                                                                                        4. 2
                                                                                                                                                    114.25                                                                                                                                                                                                                                                                                                    5. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA




                                                                                       11




                                                                                                                                                                                                                                                                                                                                                                                                                       .35
                                                                                     RL




                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECTS STANDARD SPECIFICATION.




                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                     114.35




                                                                                                                                                                                                                                                                                                                                                                                                               RL
                                                                                                                                                    114.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                              6. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
                                                                               RW1
 114




                                                                                            00
                                                                                                                                                    114.35                                                                                                                                                                                                                                                                                                       AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL


                                                                                        4.4
                                                                                                                                                                                                                                         RD

                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS
                                                                                     RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM




                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                        .30




                                                                                                                                                                                                                                                                                                                                                                                                                   4.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE




                                                                                                                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                           GARAGE                                                                          GARAGE                                                                      GARAGE                                                                  GARAGE                                                                                                            CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA




                                                                                                                                                                                                                                                                                                                                                                                                               RL
                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                                                           FFL114.4                                                                        FFL114.4                                                                    FFL114.4                                                                FFL114.4                                                                                                          PROVIDED ON THESE DRAWINGS.




                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BOUNDARY
                                                                                                        PROPOSED                                                                  PROPOSED                                                                      PROPOSED                                                                  PROPOSED
                                                                                            RD




                                                                                                                                                                                                                                                                                                                                                                                                                            RW1
                                                                                                        TOWNHOUSE 4                                                               TOWNHOUSE 3                                                                   TOWNHOUSE 2                                                               TOWNHOUSE 1



                                                                                                                                      FFL114.5        FFL114.5                                                                                                                                    FFL114.5           FFL114.5
                                                          WM




                                                                                                                                                                                                                                                                                                                                                                                                         114.25
                                                                               RW2




                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                 4.3
                                                                                                                                                                                                                                         RD




                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                                              RL
                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                              4.3
                                                                                                                                                                                                                                                                              00
                                                                                             0
                                                                                         .40




                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                          4.4




                                                                                                                                                                                                                                                                                                                                        RL
                                                                                       14




                                                                                                                                                                                                                                                                        11
                                                                                        1




                                                                                                                                                                                                                                                                       RL
                                                                                     RL
115




                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                   3
                                                                                                                                                     RW2                                                                                                                                                   PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                                                                      4.2
                                                                                                                                                                                                                                                               .27
                                                                               8




                                                                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                      .3
                                                                          4.7




                                                                                                                                                                                                                                                                                                                                              4.3




                                                                                                                                                                                                                                                                                                                                                                   14




                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                             14
                                                                          11




                                                                                                                                                                                                                                                                                                                                          11




                                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                                                                                               RL
                                                                                                                                                                                                                                                           L1




                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                RL




                                                                                                                                                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                         R
                                                      Ex




                                                                                                                                                                                                                                                      Ex




                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                        114.2




                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                             114.2
                                                 H
                                              E/O
                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                        4




                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                    4.2




                                                                                                                                                                                                                                                                                                                                                                                                 .20




                                                                                                                                                                                                                                                                                                                                                                                                                          .15
                                                                                                                                                                                                                                                                                                                                                                  11




                                                                                                                                                                                                                                                                                                                                                                                                4




                                                                                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                RL




                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                                          RL




                                                                                                                                                                                                                                                                                                                                                                                                                  RL
                                    H
                              E/O
                                                                                                                                                                      115                                                                                                                                                                                                                                                                                   LEGEND:

             H
       E/O                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED BUILDING AREA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.60       PROPOSED FINISHED SURFACE LEVEL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                6.75            DESIGN SURFACE CONTOURS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RD             PROPOSED ROOF WATER DRAINAGE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HYDRAULIC CONSULTANTS SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED STORMWATER DRAINAGE NETWORK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RW1            PROPOSED RETAINING WALL RW1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER EW05 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RW2            PROPOSED RETAINING WALL RW2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER EW05 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                                                                    0     2.0       4.0              6.0               8.0             10.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S             EXISTING SEWER RETICULATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                E/OH            EXISTING OVER HEAD POWER LINE
                                                                                                                                                                                                                                                                                                                                                                SCALE 1:100 A1, 1:200 A3



NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.                      Design: WM                                                                                                                                                            PROJECT:                                                                                                                           DRAWING TITLE:
                                                                                                                                                                                                                                                                            Brah 101 pty ltd t/a Alta Projects
                                                                                                                                              Drawn: NG                                                                                                                                                                                                                                                                                                DRAINAGE LAYOUT PLAN
                                                                                                                PRELIMINARY                     Date: FEB 2017
                                                                                                                                                                                                                                                                            A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                            26 Memorial Avenue, Cotton Tree         PROPOSED MULTIPLE HOUSING DEVELOPMENT
                                                                                                                    NOT FOR CONSTRUCTION                                                                                                                                    PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                    Revision       Sheet
                                                                                                                                            Checked: . . . . . . . . . . .
                                                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607   at 15 GARNET STREET, COOROY                                                                                                        DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A6265/18/D01                A           1 of 1
                                                                                                                                                                                                                                                                            Email: [email protected]
  A     08/03/18   FOR APPROVAL ISSUE                                                            NG       SH
                                                                                                                .......................
                                                                                                                    DIRECTOR APPROVAL            Datum       AHD
                                                                                                                                                                                                                                                                            Web: http://www.alta.net.au             for THE WHATHAM BOYS PROPERTY TRUST.
 REV    DATE                            DESCRIPTION                                              BY      CHKD       RPEQ - 4784                   A1 SHEET SIZE              FILENAME : A6265-18-D01.dwg - DATE : 8/3/18 - 9:59am - XREF's: X-BASE; X-SURVEY; X-ARCH                                                                                                               Council Ref: