Engineering Plans · 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




                                                                                                                                 0
                                                                                                                              4.1
                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                            3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3,




                                                      14
                                                                                                                                                                                                                                                                                                      PROPERTY BOUNDARY




                                                                                                                            11
                                                                                                                                                                                                                                                                              RW1




                                                                                                                                                        5




                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                               5
                                                         .0




                                                                                                                                                     4.1




                                                                                                                                                                                                                                      4.2




                                                                                                                                                                                                                                                                                                            4.2
                                                                                                                          RL
                                                              70
                                                                                                                                                                                                                                                                                                                                                                                                                                                               R.R.J.




                                                                                                                                                  11




                                                                                                                                                                                                                                   11




                                                                                                                                                                                                                                                                                                         11




                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                         RL
                                                                                                                                                RL




                                                                                                                                                                                                                                 RL




                                                                                                                                                                                                                                                                                                       RL




                                                                                                                                                                                                                                                                                                                                                                                                                      4.3
                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                     114.15




                                                                                       RL




                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                                                                                                                                                            4. UNLESS NOTED OTHERWISE ALL STORMWATER MANHOLES




                                                                                                                                                                                                                                                                                                                                                                                               4.3
                                                                                         11




                                                                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                                                                                                                                                                                                                                                                                             114.30




                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                           4.0
                                                                                                                                                              114.20                                                                                                                                                                                                                                                                                           ARE TO BE STD 1050 DIA




                                                                                               80
                                                           PROPERTY BOUNDARY
                                                                                                                                                              114.25                                                                                                                                                                                                                                                                                        5. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA




                                                                                       50




                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                     4.3
                                                                                    4.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROJECTS STANDARD SPECIFICATION.




                                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                                                                                                                                                                                                                                                             114.35

                                                                                  11




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




                                                                                       50
                                                                                                                                                                                              114.35                                                                                                                                                                                                                                                           AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
                                                                                    4.3                                                                                                                                                            RD
                                                                                  11
                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS
                                                                                RL


                                                                                                                                                                                                                                                                                                                                                                                                                                                               ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM




                                                                                                                                                                                                                                                                                                                                                                                                                       .25
                                                                                                                                                                                                                                                                                                                                                                                   .30
                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                                                                               THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE

                                                                                                       4.3




                                                                                                                                                                                                                                                                                                                                                                                                                     14
                                                                                                                                                                                                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                11




                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                     11
                                                                                                                      GARAGE                                                                                        GARAGE                                                                      GARAGE                                                  GARAGE




                                                                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA




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




                                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BOUNDARY
                                                             RW1




                                                                                                                    PROPOSED                                                                                   PROPOSED                                                                 PROPOSED                                                      PROPOSED
                                                                                              RD




                                                                                                                                                                                                                                                                                                                                                                                                                         RW1
                                                                                         00




                                                                                                                    TOWNHOUSE 4                                                                                TOWNHOUSE 3                                                              TOWNHOUSE 2                                                   TOWNHOUSE 1
                                                                                      4.4
                                                                                 11
                                                                                RL




                                                                                                           0
                                                                                                        4.4
                                                                                                      11
                                                               WM




                                                                                                    RL




                                                                                                                                                FFL114.5                     FFL114.5                                                                                                                              FFL114.5               FFL114.5




                                                                                                                                                                                                                                                                                                                                                                                                        114.25
                                                                                 RW2




                                                                                                                                                                                                                                                   RD




                                                                                                                                                                                                                                                                                           00
                                                                                              00




                                                                                                                                                                                                                                                                                      4.4
                                                                                          4.4




                                                                                                                                                                                                                                                                                      11
                                                                                         11




                                                                                                                                                                                                                                                                                 RL
                                                                                       RL




                                                                                                                                                            RW2




                                                                                                                                                                                                                                                                             3




                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                .78




                                                                                                                                                                                                                                                                          .27




                                                                                                                                                                                                                                                                                                                                                                                                                     4.2
115




                                                                         4




                                                                                                                                                                                                                                                                        14




                                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                      11




                                                                                                                                                                                                                                                                                                                      PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                                                                 RL
                                                           RL




                                                                                                                                                                                                                                                                    RL
                                                       Ex




                                                                                                                                                                                                                                                                 Ex




                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                         4.3
                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                    RL




                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                       114.2




                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                            114.2
                                                 H
                                              E/O
                                                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                                                                                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                       4.2




                                                                                                                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                4.2




                                                                                                                                                                                                                                                                                                                                                                                                                        4.1
                                                                                                                                                                                                                                                                                                                                                                     11




                                                                                                                                                                                                                                                                                                                                                                                               11




                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                   RL




                                                                                                                                                                                                                                                                                                                                                                                             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                                                                                                                                                                                                                                                                                    PRELIMINARY DRAINAGE LAYOUT PLAN
                                                                                                                     FOR APPROVAL                         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/PD01               A           1 of 1
                                                                                                                                                                                                                                                                                       Email: [email protected]
  B
  A
        25/05/18
        08/03/18
                   FOR APPROVAL ISSUE
                   FOR APPROVAL ISSUE
                                                                                                     NG
                                                                                                     NG
                                                                                                               SH
                                                                                                               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 : 25/5/18 - 5:20pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B)                                                                                                Council Ref: