Engineering Plans · MCU18/0094

                                                                                                                                                                                                                                                             569
                                                                                                                                                                                                                                        EXISTING 3m




                                                                                                                                                     R03




                                                                                                                                                                                                                                                                                                        R03
                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                      F
                                                                                                                                                                                                                                      SEWER EASEMENT




                                                                                                                                                                                                             IL:112.61
                                TAKE UP EXISTING
                                FOOTPATH.




                                                        RL




                                                                                                                               0
                                                                                                                          4 .1
                                                           11
                                                                                                                                                                                                                                                                                                                             PROPERTY BOUNDARY




                                                                                                                        11
                                                              4.0
                                                                                                                                                                                                                                                                                  RW1




                                                                                                                                                      5




                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                     4.1




                                                                                                                                                                                                                                            4.2




                                                                                                                                                                                                                                                                                                                  4.2
                                                                                                                      RL
                                                                  70




                                                                                                                                                   11




                                                                                                                                                                                                                                          11




                                                                                                                                                                                                                                                                                                                11




                                                                                                                                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                                                                                           RL
                                                                                                                                                 RL




                                                                                                                                                                                                                                        RL




                                                                                                                                                                                                                                                                                                              RL
                                                                                                                                                                                                                                                                                                                                                                                                                               FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                             4.3
                                                                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                   114.15




                                                                               RL




                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                          'B1'




                                                                                                                                                                                                                                                                                                                                                                                                               4.3
                                                                                  11




                                                                                                                                                                                                                                                                                                                                                                                                                                        RL
                                                                                                                       FA                                                                                                FA                                                                                                                            114.30    FA




                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                     4.0
                                                                                                                          L                                        114.20                                                     LL                                                                                                                                   LL

                                                               PROPERTY BOUNDARY
                                                                                                                           L




                                                                                         80
                                                A




                                                                                                                                                                                                                                                                                                                                                                            6.15m
                                                                                                                                                                   114.25


                                                                                    50




                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                                                           BJ
                                                                                                                                                                                                   DJ




                                                                                                                                                                                                                                                                                                                        DJ




                                                                                                                                                                                                                                                                                                                                                                                                                                            4 .3
                                                                                                                                            BJ




                                                                                                                                                                                                                                                                  BJ
                                                                                 4.2




                                                                                                                                                                                                                                                                                                                                                                                           DJ
                                               R03




                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                       114.35
                                                                               11




                                                                                                                                                                                                                                                                                                                                                                                                                                        RL
                                                                            RL
                                                                                                                                                                   114.30 'B1'                                                                                                                                                              'B1'
114




                                                                         50
                                                                                                                                                                                                   114.35
                                                                     4.3



                                                                                                FALL
                                                                  11


                                                                                                                                                                                                                                                                                                                                                                                                                              DJ
                                                               RL




                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                                                                                       0




                                                                                                                                                                                                                                                                                                                                                                                                                                            4.2
                                                                                                      5




                                                                                                                                                                                                                                                                                                                                                                                                    4.3
                                                                                                   4.3




                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                  11
                                                                                                 11
                                                                                                                   GARAGE                                                                                                          GARAGE                                                              GARAGE                                                     GARAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                                                                                                                                                                RL
                                                                                              RL

                                                                                                                   FFL114.4                                                                                                        FFL114.4                                                            FFL114.4                                                   FFL114.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY BOUNDARY
                                                               RW1
                GARNET STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                   FA
                                                                                                            PROPOSED                                                                                                PROPOSED                                                                 PROPOSED                                                           PROPOSED                                                                LL




                                                                                                                                                                                                                                                                                                                                                                                                                                                  RW1
                                                                                 0




                                                                                                            TOWNHOUSE 4                                                                                             TOWNHOUSE 3                                                              TOWNHOUSE 2                                                        TOWNHOUSE 1
                                                                              .40
                                                                          14
                                                                          1
                                                                       RL




                                                                                                                                                                                                                                                                                                                                                                                                                                    BJ
                                                                                                     0
                                                                                                  4.4
                                                                                                11
                                                               WM




                                                                                              RL




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




                                                                                                                                                                                                                                                                                                                                                                                                                               114.25
                                                                        RW2




                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                                                                                                                                    R03
                                                                                                                                                                                                                                                                                                                                                                                                                                   DJ




                                                                                                                                                                                                                                                                                              00
                                                                                         00




                                                                                                                                                           FALL




                                                                                                                                                                                                                                                                                                                              FALL
                                                                                                                                                                                                                                                                                         4.4
                                                                                     4.4




                                                                                                                                                                                                                                                                                       11
                                                                                  11




                                                                                                                                                                                                                                                                                     RL
                                                                               RL




                                                                                                                                                                  RW2




                                                                                                                                                                                                                                                                                 73




                                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                       8




                                                                                                                                                                                                                                                                                                                                                                                                                                             4.2
                                                                  4.7




                                                                                                                                                                                                                                                                             4.2
115




                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                11




                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                               PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                        RL
                                                              RL




                                                                                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                                                                                                                                                                                     FA
                                                            Ex




                                                                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                                                                                                                                                                                                                         LL




                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                          4.3
                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                      RL




                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                         BJ




                                                                                                                                                                                                                                                                                                                                                                                                           114.2
                                                                                                                                                     R03




                                                                                                                                                                                                                                                                                                                                           R03
                                                                                                                                                      B




                                                                                                                                                                                                                                                                                                                                            C




                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                   114.2
                                                        H
                                                     E/O                                                                                                                                                                                                                                                                                                                                                                 DJ                                                 11 LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                          4.2




                                                                                                                                                                                                                                                                                                                                                                                                                         .20




                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                                                                                                4.1
                                                                                                                                                                                                                                                                                                                                                                                       11




                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                    11




                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE PAVEMENT AREAS




                                                                                                                                                                                                                                                                                                                                                                                     RL




                                                                                                                                                                                                                                                                                                                                                                                                                   RL




                                                                                                                                                                                                                                                                                                                                                                                                                                             RL
                                       H
                                    E/O
                                                                                                                                                                                     115                                                                                                                                                                                                                                                                                                             PROPOSED BUILDING AREA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       114.40        PROPOSED FINISHED SURFACE LEVEL
       E/O
          H                                                                                                                                                                                                                           WATTLE STREET
                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED CONCRETE
                                                                                                                                                                                                                                                                                          TAKE UP EXISTING                                                                                                                                                                           6.75            DESIGN SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                         COMMERCIAL CROSSOVER
                                                                                                                                                                                                                                                                                          CROSSOVER & DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                         TO LOCAL AUTHORITY                                                                          PROPOSED STORMWATER DRAINAGE NETWORK
                                                                                                                                                                                                                                                                                          & REINSTATE KERB.
                                                                                                                                                                                                                                                                                                                                                                                                         REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE DOWEL JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE BOLSTER JOINT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     'B1'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED TYPE 'B1' INTEGRAL KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     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 ROADWORKS 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/PR02                 B         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-R01-R02.dwg - DATE : 25/5/18 - 4:54pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B)                                                                                                           Council Ref: