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Appendix 2 - Engineering Drawings ISSUE A

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                                                                                                                                DME
                                                                                                                                 PROJECTS


                  PROPOSED MULTIPLE DWELLING RESIDENTIAL
                                                                                          17 Myall St
                                                                                       Cooroy, QLD, 4563




                                                                                                                                                                                                   PROPERTY DESCRIPTION
                                                                                                                                                                                                   Lot 22 C5605
                                                                                                                                                                                                   LGA: Noosa
                                          LOCALITY PLAN                                                                                                                                            Area: 1393m2
                                                   QLD GLOBE


                                                SCALE                                                                                                                                                             DRAWING STATUS


                                                                                         DME
                                                                                                                   APPROVED                          PROJECT                       DRAWING TITLE
DESIGN - DM                                        AS SHOWN
                                                                                                                   Dale Martin - RPEQ 16845
                                                                                                                                                                                                                     FOR APPROVAL
                                                HORIZONTAL DATUM                                                                                      PROPOSED MULTIPLE DWELLING    COVER PAGE                    DRAWING NUMBER

DRAWN - DM                                         MGA56                                 PROJECTS                   P.O. BOX 7481                                                                                         00
              A   MAY 23   FOR APPROVAL    DM                                                                       SIPPY DOWNS, QLD, 4556
                                                                                                                    Phone: 0438 157 612
                                                                                                                                                      17 MYALL ST                                                 JOB NUMBER

APPROVED      ISSUE DATE   DESCRIPTION     BY
                                                VERTICAL DATUM
                                                                   Engineering - Design - Civil Project Services    Email: [email protected]    COOROY, QLD, 4563                                                   230303
                                                   AHD                                                                                                                                                                    ©DME Projects Pty. Ltd.
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Page 2

                                               SCALE                                                                                                                                                 DRAWING STATUS


                                                                                        DME
                                                                                                                  APPROVED                          PROJECT                       DRAWING TITLE
DESIGN - DM                                       AS SHOWN
                                                                                                                  Dale Martin - RPEQ 16845
                                                                                                                                                                                                        FOR APPROVAL
                                               HORIZONTAL DATUM                                                                                      PROPOSED MULTIPLE DWELLING    NOTES             DRAWING NUMBER

DRAWN - DM                                        MGA56                                 PROJECTS                   P.O. BOX 7481                                                                             01
              A   MAY 23   FOR APPROVAL   DM                                                                       SIPPY DOWNS, QLD, 4556
                                                                                                                   Phone: 0438 157 612
                                                                                                                                                     17 MYALL ST                   (AS APPLICABLE)
                                                                                                                                                                                                     JOB NUMBER

APPROVED      ISSUE DATE   DESCRIPTION    BY
                                               VERTICAL DATUM
                                                                  Engineering - Design - Civil Project Services    Email: [email protected]    COOROY, QLD, 4563                                       230303
                                                  AHD                                                                                                                                                        ©DME Projects Pty. Ltd.

Page 3

                                                                                                                                                                                                                                                                        SW
                                                                       N




                                                                                                                                                                                                                                              W
LEGEND




                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                                                      T
                                                                                                                                                                                                         EXISTING MATURE STREET TREES
              EXISTING BUILDINGS                              W                        E                                                                                                                 TO BE RETAINED AND PROTECTED




                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                          AT ALL TIMES DURING WORKS




                                                                                                                                                                                                                                                                                                                   MY
                                                                                                                                                                                                               (INCL ROOT SYSTEM)




                                                                                                                                                                                                                                                  W

                                                                                                                                                                                                                                                           T
              EXISTING CONCRETE SURFACES




                                                                                                                                                                                                                                                                                                                     ALL
                                                                       S                                                                                                                                                                                   SW
                                                                                                                                   EXISTING BOULDER




                                                                                                                                                                                                                                                                                       SW




                                                                                                                                                                                                                                                                                                                          ST
       E          EXISTING ELECTRICAL                                                                                             LANDSCAPING WALLS




                                                                                                                                                                                                                                                                        SW
                                                                                                                               DEMOLISH/RECONSTRUCT AS




                                                                                                                                                                                                                                                       W
                  EXISTING STORM WATER




                                                                                                                                                                                                                                                                T
       SW                                                                                                                              REQUIRED
                                                                                                               21
                  EXISTING TELSTRA
       T                                                                                                     C5065




                                                                                                                                                                                              114




                                                                                                                                                                                                                                                                                               SW
       W          WATER RETICULATION




                                                                                                                                                                                               .00




                                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                    T
       S          EXISTING SEWER




                                                                                                                                                                00
                                                                                                                                                            115.
      17.00       EXISTING CONTOURS




                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                                                W

                                                                                                                                                                                                                                                                        T
                  LOT BOUNDARIES




                                                                                                                                                                                                                                                                             SW




                                                                                                                                                                                                                                                                                                       .20
                  EXISTING FENCING




                                                                                                                                                                                                                                                                                                    112
                                                                                                                 00




                                                                                                                                                                                                                                                                      W

                                                                                                                                                                                                                                                                                 T
                                                                                                                  117.




                                                                                                                                                                                                                                                                                 SW
                                                                                             EXISTING




                                                                                                                                                                                                                                        113
                                                                                               SHED




                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                         .00




                                                                                                                                                                                                                                                                                      T
                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                             WM
                                                                                                                                                                EXISTING RESIDENCE




                                                                                                                                                                                                                                                                                  SW
                                                 11




                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                 (TO BE RETAINED)
                                                  8.0




                                                                                                                                                                                                                                                                             T
                                                      0




                                                                                                                                                                                                                                                                                                T
                                                                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                      SW
                   11
                    9.0




                                                                                                                                                                                                                                                                                                         T
                     0




                                                                                                                                                                                                                     114
                                                                                                                                                                                                                       .00




                                                                                                                                                                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                   116.00




                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                      115




                                                                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                       .00




                                                                                                                                                                                                                                                                                                                W



                                                                                                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                        EXISTING GARDEN TO BE
                                                                                                                  117.00




                                                                                                                                                                                                                                                                      MODIFIED FOR NEW DRIVEWAY




                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                       DEMOLISH EXISTING TIMBER
                                                                                             22                                                                                         SLEEPER WALLS (600 HIGH)
                                                                                           C5065




                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                         EXISTING DRIVEWAY AND
                                                                                                                                                                                                                                                                                                      CROSSOVER TO BE DEOMOLISHED
                                                                               0
                                                                               118.0




                                                                                                                                                                                                                                                                                                      MAKE GOOD KERB AND FOOTPATH
                                                                                                                                                                                                                                                                                                                AS REQD.


  10
                                        00
                                        119.




                                                                                                                                                                                                                                                                                                      Meters
 C5065                                                                                                                                                                                                                                                          5                           0                             5                    10

                                                                                                                                                                                               23
                                                                                                                                                                                             C5065                                                                                                     1:200


                                                                                                                                                                                                                                                                                            CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                            LOCATION OF ALL EXISTING SERVICES IN
                                                                                                                                                                                                                                                                                            THE VICINITY OF THE PROPOSED WORKS
                                                                                                                                                                                                                                                                                                 PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                                                                               CONSTRUCTION - CONTRACTOR IS
                                                                                                                                                                                                                                                                                              RESPONSIBLE FOR ANY DAMAGE TO
                                                                                                                                                                                                                                                                                                      EXISTING SERVICES

                                                                                                                                                                                      EXISTING FEATURES PLAN                                                                                NOT FOR CONSTRUCTION
                                                                                                                                                                                      SCALE 1:300 @ A3
                                                                       SCALE                                                                                                                                                                                                                                 DRAWING STATUS


                                                                                                                           DME
                                                                                                                                                   APPROVED                                    PROJECT                                                DRAWING TITLE
DESIGN - DM                                                                AS SHOWN
                                                                                                                                                    Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                FOR APPROVAL
                                                                       HORIZONTAL DATUM                                                                                                         PROPOSED MULTIPLE DWELLING                             EXISTING FEATURES                                     DRAWING NUMBER

DRAWN - DM                                                                 MGA56                                           PROJECTS                  P.O. BOX 7481                                                                                                                                                   02
                           A   MAY 23          FOR APPROVAL       DM                                                                                 SIPPY DOWNS, QLD, 4556
                                                                                                                                                     Phone: 0438 157 612
                                                                                                                                                                                                17 MYALL ST                                                                                                  JOB NUMBER

APPROVED                   ISSUE DATE          DESCRIPTION        BY
                                                                       VERTICAL DATUM
                                                                                                   Engineering - Design - Civil Project Services     Email: [email protected]             COOROY, QLD, 4563                                                                                                    230303
                                                                           AHD                                                                                                                                                                                                                                       ©DME Projects Pty. Ltd.

Page 4

                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                               SERVICES NOTE:
LEGEND                                                                                                            N            1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT




                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                               2. EXISTING WATER METER TO BE REMOVED AND NEW METER ASSEMBLY




                                                                                                                                                                                                                                                                                                                                                              SW
                                                                                                                                   INSTALLED IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION




                                                                                                                                                                                                                                                                                                                                                    T
              PROPOSED BUILDING: 50.3m2 (EA)                                                                                   3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES                                                                                                EXISTING MATURE STREET TREES
                                                                                                       W                  E        STANDARDS                                                                                                                                                  TO BE RETAINED AND PROTECTED




                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                               AT ALL TIMES DURING WORKS
              PROPOSED DRIVEWAYS AND PATHS                                                                                     STORMWATER NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                 MY
                                                                                                                                                                                                                                                                                                    (INCL ROOT SYSTEM)




                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                               1. NO CHANGES TO EXISTING RESIDENCE ROOFWATER DRAINAGE.




                                                                                                                                                                                                                                                                                                                                                         T
                                                                                                                               2. NEW ROOF AREAS TO DRAIN TO RAINWATER TANKS AS SHOWN FOR REUSE




                                                                                                                                                                                                                                                                                                                                                                                                                   ALL
              DECK/PRIVATE OPEN SPACE: 34.5m2                                                                     S                AND ON SITE DETENTION MEASURES.
                                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                               3. MIN. 6KL DETENTION: 650m2 DEVELOPMENT AREA @ 90m3/hA DEEMED TO




                                                                                                                                                                                                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                        ST
                                                                                                                                   COMPLY PROVISION
              DESIGN MAJOR CONTOUR                                                                                             4. TANK OVERFLOW TO DISCHARGE TO INTERNAL SYSTEM CONNECTED TO




                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                   EXISTING U/G NETWORK IN MYALL ST VERGE.




                                                                                                                                                                                                                                                                                                                                                              T
              DESIGN MINOR CONTOUR                                                                                             5. DESIGN INCORPORATES PERVIOUS PAVING WHERE PRACTICABLE TO REDUCE
  + 4.200                                                                                                                          RUNOFF
              DESIGN SPOT LEVEL




                                                                                                                                                                                                                                                                                  114




                                                                                                                                                                                                                                                                                                                                                                                             SW
                                                                                                        3x 5000L RAINWATER TANKS               EXISTING BOULDER
     E        EXISTING ELECTRICAL                                                                                                             LANDSCAPING WALLS




                                                                                                                                                                                                                                                                                   .00




                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                     (UNDERCROFT) FOR REUSE AND ON




                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                  T
                                                                                                      SITE DETENTION MEASURES. ALL        DEMOLISH/RECONSTRUCT AS
    SW        EXISTING STORM WATER                                                                                                                 REQUIRED                                                                                                                                                            200 WIDE GRATED




                                                                                                                                                                                                                                                  00
                                                                                                    NEW ROOF CATCHMENTS TO REPORT
                                                                                                                                                                                                                                                                                                                           DRAIN AT




                                                                                                                                                                                                                                              115.
     T        EXISTING TELSTRA                                                                                   TO TANKS
                                                                                                                                                                                                                                                                                                                          CROSSOVER




                                                                                                                                                                                                                                                                                                                                                                                                  SW
              WATER RETICULATION                                                                            PROPOSED




                                                                                                                                                                                                                                                                                                                                                              W
     W




                                                                                                                                                                                                                                                                                                                                                                      T
                                                                                                        RESIDENTIAL UNITS




                                                                                                                                                                                                                                                                                                                                                                           SW
     S        EXISTING SEWER




                                                                                                                                                                                                                                                                                                                                                                                                     .20
              LOT BOUNDARIES




                                                                                                                                                                                                                                                                                                                                                                                                  112
              PROPOSED STORMWATER PIPES




                                                                                                                                                                                       00




                                                                                                                                                                                                                                                                                                                                                                    W

                                                                                                                                                                                                                                                                                                                                                                               T
                                                                                                                                                                                        117.




                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                      113




                                                                                                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                                                                                                                         .00




                                                                                                                                                                                                                                                                                                                                                                                    T
                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                           WM




                                                                                                                                                                                                             NEW
                                                      BACK




                                                                                                                                                                                                               BLOC
                                                Y SET                                                                                                                                                                                             EXISTING RESIDENCE




                                                                                                                                                                                                                                                                                                                                                                                SW
                                             R
                                          NDA
                                                                                           11




                                       BOU




                                                                                                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                                                   (TO BE RETAINED)




                                                                                                                                                                                                                K RE
                                1.5m
                                                                                             8.0




                                                                                                                                                                                                                                                                                                                                                                           T




                                                                                                                                                                                                                   TAIN
                                                                                                0




                                                                                                                                                                                                                        IN




                                                                                                                                                                                                                                                                                                                                                                                              T
                                                                                                                                                                                                                      GW
                                                                                                                                                                                                                        ALL (




                                                                                                                                                                                                                                                                                                                                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                             600
                                11
                                  9.0




                                                                                                                                                                                                                             HIGH




                                                                                                                                                                                                                                                                                                                                                                                                       T
                                   0




                                                                                                                                                                                                                                                                                                               114
                                                                                                                                                                                                                                 )




                                                                                                                                                                                                                                                                                                                 .00




                                                                                                                                                                                                                                                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                              SW
                                                                                                                                                                                                                                     116.00




                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                        115




                                                                                                                                                                                                                                                                                                                                                                                                                   T
                                                                                                                                                                                                                                                                            .00
                                                                                                                                                    NEW




                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                      BLO
                                                                                                                                                          CK R




                                                                                                                                                                                                                                                                                                                                                                                                                                T
                                                                                                                                                            ETA
               K




                                                                                                                                                                                                                                                                                                                                                                      EXISTING GARDEN TO BE
                         AC




                                                                                                                                                                ININ




                                                                                                                                                                                                                                                                                                                             NEW 3.5m WIDE CONCRETE
               DARY SETB




                                                                                                                                                                                       117.00




                                                                                                                                                                                                                                                                                                                                                                    MODIFIED FOR NEW DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                                                 GW




                                                                                                                  PEDESTRIAN ACCESS                                                                                                                                                                                                DERIVEWAY
                                                                                                                                                                   ALL




                                                                                                                        PATHS
                                                                                                                                                                       (1m




                                                                                                                                                                                                                                                                                                                                                                                                                                     T
                    1.5m BOUN




                                                                                                                                                                        HIG




                                                                                                                                                                                                                                                                                                                                                                                                       NEW 3.5m WIDE CONCRETE
                                                                                                                                                                         HM




                                                                                                                                                                                                                                                                                                                                                                                                    DRIVEWAY CROSSOVER AS PER STD
                                                                                                                                                                             AX)
                                                                                                                               0




                                                                                                                                                                                                                                     100mm ROLLED UP KERB OR
                                                                                                                          118.0




                                                                                                                                                                                                                                                                                                                                                                                                             DWG RS-049
                                                                                                                                                                                                                                      RAISED GARDEN EDGE FOR                             450SQ PITS FOR
                                                                                                                                                                                                                                             DRAINAGE                                    DRIVEWAY AND
                                                                                                                                                                                                                                                                                         PARKING AREA
                                                                                                                                                                                                             RESIDENTS AND VISITOR                                                         DRAIANGE
                                                                                  00




                                                                                                                                                      B   ACK
                                                                                                                                                  SET
                                                             ACK



                                                                                  119.




                                                                                                                                       ND   ARY                                                             PARKING AREA (PERMEABLE                                                                                                                                                                 Meters
                                                                                                                                   BOU
                                                                      DARY SETB




                                                                                                                          1.5m
                                                                                                                                                                                                             GROW THROUGH PAVER                                                                                                                               5                           0                             5                    10
                                                                                                                                                                                                                  PAVEMENT)
                                                             6.0m BOUN




                                                                                                                                                                                                                                                                                                                                                                                                     1:200


                                                                                                                                                                                                                                                                                                                                                                                          CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                                                                                                          LOCATION OF ALL EXISTING SERVICES IN
    1:6 BATTER                                                                                                                                                                                                                                                                                                                                                                            THE VICINITY OF THE PROPOSED WORKS
 FROM BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                 PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION - CONTRACTOR IS

                                                                                                                                                                                                                                                                                                          PROPOSED LAYOUT                                                                   RESPONSIBLE FOR ANY DAMAGE TO
                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING SERVICES
                                                                                                                                                                                                                                                                                                          SCALE 1:200 @ A3
                                                                                                                                                                                                                                                                                                                                                                                          NOT FOR CONSTRUCTION
                                                                                                                  SCALE                                                                                                                                                                                                                                                                                    DRAWING STATUS


                                                                                                                                                                                                DME
                                                                                                                                                                                                                                     APPROVED                                      PROJECT                                                          DRAWING TITLE
DESIGN - DM                                                                                                           AS SHOWN
                                                                                                                                                                                                                                      Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                                                              FOR APPROVAL
                                                                                                                  HORIZONTAL DATUM                                                                                                                                                  PROPOSED MULTIPLE DWELLING                                       PROPOSED LAYOUT                                       DRAWING NUMBER

DRAWN - DM                                                                                                            MGA56                                                                     PROJECTS                               P.O. BOX 7481                                                                                                                                                               03
                                                 A    MAY 23                             FOR APPROVAL       DM                                                                                                                         SIPPY DOWNS, QLD, 4556
                                                                                                                                                                                                                                       Phone: 0438 157 612
                                                                                                                                                                                                                                                                                    17 MYALL ST                                                                                                            JOB NUMBER

APPROVED                                        ISSUE DATE                               DESCRIPTION         BY
                                                                                                                  VERTICAL DATUM
                                                                                                                                                                        Engineering - Design - Civil Project Services                  Email: [email protected]               COOROY, QLD, 4563                                                                                                              230303
                                                                                                                      AHD                                                                                                                                                                                                                                                                                          ©DME Projects Pty. Ltd.

Page 5

                                                                                                                                                                                                                                                                     SW
                                                                                                                                              N




                                                                                                                                                                                                                                           W
      DEPTH CUT/FILL (m)                                     EARTHWORKS




                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                   T
                                                            QUANTITIES - SITE
                                0.25 TO 0.42
                                                                                                                                      W                E




                                                                                                                                                                                                                                                                              SW
                                                                                    335 m3




                                                                                                                                                                                                                                                                                                              MY
                                                            CUT




                                                                                                                                                                                                                                               W
                                0.00 TO 0.25                FILL                     10 m3




                                                                                                                                                                                                                                                        T




                                                                                                                                                                                                                                                                                                                ALL
                                                            NETT (EXPORT)           325 m3                                                    S                                                                                                         SW
                                -0.25 TO 0.00




                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                                                                     ST
                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                    W

                                                                                                                                                                                                                                                             T
                                -0.50 TO -0.25              FILL QTY IS MEASURED FROM
                                                            EXISTING SURFACE TO BUILDING
                                                            PAD PRIOR TO SURFACE FINISHES




                                                                                                                                                                                                            114




                                                                                                                                                                                                                                                                                            SW
                                                                                                              SEC
                                -0.75 TO -0.50              AND/OR GROUND SLABS




                                                                                                                                                                                                               .0




                                                                                                                                                                                                                                                        W
                                                                                                                 TIO




                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                 T
                                                                                                                                                                                                              0
                                                                                                                    N7




                                                                                                                                                                           00
                                -1.2 TO -0.75




                                                                                                                                                                       115.
                                                                                             SEC




                                                                                                                                                                                                                                                                                                 SW
                                                                                                TIO




                                                                                                                                                                                                                                                             W
                                                                                                   N6




                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                                                                                                          SW
                                                                   SEC




                                                                                                                                                                                                                                                                                                 20
                                                                      TIO




                                                                                                                                                                                                                                                                                                 112.
                                                                         N5




                                                                                                                                 00




                                                                                                                                                                                                                                                                   W

                                                                                                                                                                                                                                                                              T
                                                                                                                            117.
                       SEC




                                                                                                                                                                                                                                                                              SW
                                                                                                                                                                                                                                     113
                           TI
                          ON




                                                                                                                                                                                                                                      .00




                                                                                                                                                                                                                                                                                                               SW
                             4




                                                                                                                                                                                                                                                                                   T
                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                          WM




                                                                                                                                                                                                                                                                               SW
                                                                         11




                                                                                                                                                                                                                                                                                                                             SW
                                                                              8.0




                                                                                                                                                                                                                                                                          T
                                                                               0




                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                        W




                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                                                                   SW
                                  11
                                   9.0
                                    0




                                                                                                                                                                                                                                                                                                      T
                                                                                                                                                                                                                           114
                                                                                                                                                                                                                            .00




                                                                                                                                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                              116.00




                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                 115




                                                                                                                                                                                                                                                                                                                T
                                                                                                                                                                                                  .00




                                                                                                                                                                                                                                                                                                           W



                                                                                                                                                                                                                                                                                                                             T
      N1
   TIO
SEC
                                                                                                                             117.00




                                                                                                                                                                                                                                                                                                                         W



                                                                                                                                                                                                                                                                                                                                  T
           N2
                                                                                                   0




     TIO
                                                                                                    118.0




  SEC
                                                              00
                                                          119.




                                                                                                                                                                                                                                                                                                  Meters
                                                                                                                                                                                                                                                             5                           0                           5                    10



                                                                                                                                                                                                                                                                                                  1:200
                   3
            T  ION
         SEC                                                                                                                                                                                                                                                                             CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                         LOCATION OF ALL EXISTING SERVICES IN
                                                                                                                                                                                                                                                                                         THE VICINITY OF THE PROPOSED WORKS

                                                                                                                                                                                                        CHANGE IN SURFACE LEVEL                                                               PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                                                                            CONSTRUCTION - CONTRACTOR IS
                                                                                                                                                                                                                                                                                           RESPONSIBLE FOR ANY DAMAGE TO
                                                                                                                                                                                                        SCALE 1:200 @ A3
                                                                                                                                                                                                                                                                                                   EXISTING SERVICES


                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                           SCALE                                                                                                                                                                                                        DRAWING STATUS


                                                                                                                                          DME
                                                                                                                                                              APPROVED                                       PROJECT                               DRAWING TITLE
DESIGN - DM                                                                                    AS SHOWN
                                                                                                                                                               Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                           FOR APPROVAL
                                                                                           HORIZONTAL DATUM                                                                                                   PROPOSED MULTIPLE DWELLING            CHANGE IN SURFACE                                   DRAWING NUMBER

DRAWN - DM                                                                                    MGA56                                       PROJECTS              P.O. BOX 7481
                                                                                                                                                                                                                                                    LEVEL                                                       04
                                            A    MAY 23             FOR APPROVAL      DM                                                                        SIPPY DOWNS, QLD, 4556
                                                                                                                                                                Phone: 0438 157 612
                                                                                                                                                                                                              17 MYALL ST                                                                               JOB NUMBER

APPROVED                                   ISSUE DATE                DESCRIPTION      BY
                                                                                           VERTICAL DATUM
                                                                                                              Engineering - Design - Civil Project Services     Email: [email protected]                COOROY, QLD, 4563                                                                                 230303
                                                                                               AHD                                                                                                                                                                                                              ©DME Projects Pty. Ltd.

Page 6

 

 

4.65m

H (ABOVE NGL)

3.4m

H (ABOVE NGL)

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

So
S
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4
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5
' = 8
SON3GISIY ONLSIX3 |
2 zersit| 8e
4 Zz.
gz Bg | 9F0 | oro [osrsrr | ooestr| ce
Ze 225 }— 5 : :
ss Zo | Ze0- foststt | ztystt | 9€
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25
29 - = =
5G oto | stestt | ezostt| ve
& €00 | Zeestt | Zoe stt | €€
7 zro | ero- [zsostt| rz ott | ze
g
Zz oso | 0so- | tvoott | zrsort | TE
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3
2 990 | 990- | terott | vrs ott] OE
=
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zZe0 | ceo [etcett|zeoert| 9
zeo | ceo- | vtestt|zecert| $s
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SECTION 1

SCALE 1:200 @ A3

3.95m

H (ABOVE NGL)

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S
S
oS
“
4
4
5
5
r OF
|
SONGISIY ONILSIX3 :
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Zu > = - =
&qZ | ero [ero Josrstr|cestr| se
as
J zwzo | @o fost stt|vzestt] Ze
Teo | Teo [oststt | osystt | 9€
TEO | Oos'stt | e6r'stt| SE
Zt0 [eeestt | oz stt| ve
Zoo | 200 |6eostt | Zovett| €€
Zro0 | Zto |t909tt | oevott| ze
9z0 | 970 |esostt | eseott| TE
9€0 | 90 [ztrstt | szvott| OF
< 9v0 | 9v0 | sprott | 9099TT| 6z

s

& zso0 | 250 [ectott| sport] 8z

9

s 890 | 890 |Tozstt | tesott| Zz

z

& vL0 | velo [oezott | ezeott| 92

&

° 80 | €80- [sszott | zeoztt | Sz
veo | veo |sszott | ezeztt| vz
vot | vot [zest | rseztt| €
vit | ort [cvestt | verztt| cz

\ 2 wo | vo [ost zit | oesztt| tz

24
Bez eso | eso- [ost zit] vsoztt| oz
Z2as
eso | €s0- [sett | eccctt | 6r
190 | t90- [eseztt | ezectt | st
8s0 | sso | rseztt | soeztt| ZT
70 | 770 |zsvztt | szostt | oT
z90 | 290 [ersztt | setett| Sst
£0 | €£0- [sosztt | zezstt| vr
zo | 780 [ossztt | oovstt | €
exo | eco- [szzztt | eos ett | zt
s90 | sx0- [ozeztt | etostt | TT
S zso | Zs0 | sovett | eezett | OT
2
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oja/;}2Zz Hijy<
we} wi oO x< x
qa/a Oo Ww oO

 

 

 

 

 

 

 

SECTION 2

SCALE 1:200 @ A3

FOR APPROVAL
DRAWING NUMBER, 05
230303
©DME Projects Pty. Ltd

DRAWING STATUS,
108 NUMBER

 

 

 

 

SECTIONS 1 OF 4

DRAWING TITLE

 

PROPOSED MULTIPLE DWELLING

17 MYALL ST
COOROY, QLD, 4563

PROJECT

 

Dale Martin - RPEQ 16845
P.O. BOX 7481

SIPPY DOWNS, QLD, 4556

Phone: 0438 157 612

Email: [email protected]

APPROVED

 

DME

Vi.

Engineering - Design - Civil Project Services

 

AS SHOWN
HORIZONTAL DATUM
MGAS6
VERTICAL DATUM
AHD

 

SCALE

 

IDM
BY

 

FOR APPROVAL
DESCRIPTION

 

 

 

 

 

 

A | MAY 23
ISSUE DATE

 

DESIGN - DM
DRAWN - DM
APPROVED

 

 

 

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOR APPROVAL
DRAWING NUMBER, 06
230303
©DME Projects Pty. Ltd

DRAWING STATUS,
108 NUMBER

 

 

 

 

SECTIONS 2 OF 4

DRAWING TITLE

 

PROPOSED MULTIPLE DWELLING

17 MYALL ST
COOROY, QLD, 4563

PROJECT

 

4.05m

H (ABOVE NGL)

 

  

 

 

 

 

 

 

 

SECTION 4

SCALE 1:200 @ A3

 

 

   

 

 

 

  

 

 

 

    

Email: [email protected]

APPROVED
Dale Martin - RPEQ 16845
P.O. BOX 7481
SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612

 

 

 

  

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DME

PROJECTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vi.

Engineering - Design - Civil Project Services

 

AS SHOWN

AHD

 

 

MGAS6

 

°
3S
2
on
d
d
5
2
i bE
Tesstt | Be 2
stastt| Le 2
q
oro | oro lerestt|stestt| 9€ a
avo | ao |eeestt | zaoort| se €
5
ozo | ozo |vaestt|cerort| ve S
w = a - 7 r be
Ba zo | aco |ezoort | zavort| €€ '
58 ve0 | ve0- fevostt|sseott| ze 8c
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35 < eso | es0- [cor ott | szoorr| O08 Z £00 | EO | veLett | sze'erT | 92
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780 | 280° [escort |tercit| 92 i OVO | OVO | ELv'sTT | G9B'8TT | ce
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aq/a oO uu oO

 

 

 

 

 

 

 

 

HORIZONTAL DATUM
VERTICAL DATUM

SCALE

 

 

IDM

BY

 

FOR APPROVAL
DESCRIPTION

 

 

A | MAY 23
ISSUE DATE

 

 

 

 

 

DESIGN - DM
DRAWN - DM
APPROVED

 

 

 

 

Page 8

 

 

 

FOR APPROVAL
DRAWING NUMBER, 07
230303
©DME Projects Pty. Ltd

DRAWING STATUS,
108 NUMBER

 

 

 

 

SECTIONS 3 OF 4

DRAWING TITLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EXISTING SURFACE
GROUND SURVEY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

475m

 

 

 

 

 

 

 

 

(ABOVE NGL)

 

 

 

H

 

 

 

 

 

 

 

 

 

 

 

 

 

PROPOSED MULTIPLE DWELLING

17 MYALL ST
COOROY, QLD, 4563

PROJECT

 

SECTION 6

SCALE 1:200 @ A3

Email: [email protected]

APPROVED
Dale Martin - RPEQ 16845
P.O. BOX 7481
SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612

 

 

 

DME

PROJECTS

 

 

 

 

 

 

 

 

 

 

 

So
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8 8
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alalo/]i ls Wyw) Qyx ys

 

 

 

 

 

 

 

 

Vi.

Engineering - Design - Civil Project Services

 

AS SHOWN
HORIZONTAL DATUM
MGAS6
VERTICAL DATUM
AHD

SCALE

 

 

 

 

 

 

IDM

BY

 

FOR APPROVAL
DESCRIPTION

 

 

A | MAY 23
ISSUE DATE

 

 

 

 

 

DESIGN - DM
DRAWN - DM
APPROVED

 

 

 

 

Page 9

                                                                                                                                                                                               H (ABOVE NGL) = 3.8m



                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                               GROUND SURVEY




                                                                                                            RP BDY
                                                                                                                                         H (ABOVE NGL) = 0.75m FFL = 17.750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Datum 115.000




                                                                                                                       0.45

                                                                                                                                         0.51

                                                                                                                                                           0.57



                                                                                                                                                                                                 0.69

                                                                                                                                                                                                                     0.72

                                                                                                                                                                                                                                       0.60

                                                                                                                                                                                                                                                         0.37

                                                                                                                                                                                                                                                                           0.27



                                                                                                                                                                                                                                                                                                               0.35

                                                                                                                                                                                                                                                                                                                                   0.31

                                                                                                                                                                                                                                                                                                                                                     0.32

                                                                                                                                                                                                                                                                                                                                                                       0.32

                                                                                                                                                                                                                                                                                                                                                                                         0.33

                                                                                                                                                                                                                                                                                                                                                                                                           0.33

                                                                                                                                                                                                                                                                                                                                                                                                                             0.35



                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.32

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.30

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.29

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.27
                                                                                                                                                                             0.64




                                                                                                                                                                                                                                                                                             0.24




                                                                                                                                                                                                                                                                                                                                                                                                                                               0.34
                                                         DEPTH CUT




                                                                                                                       -0.45

                                                                                                                                         -0.51

                                                                                                                                                           -0.57

                                                                                                                                                                             -0.64

                                                                                                                                                                                                 -0.69

                                                                                                                                                                                                                     -0.72

                                                                                                                                                                                                                                       -0.60

                                                                                                                                                                                                                                                         -0.37

                                                                                                                                                                                                                                                                           -0.27

                                                                                                                                                                                                                                                                                             -0.24

                                                                                                                                                                                                                                                                                                               -0.35

                                                                                                                                                                                                                                                                                                                                   -0.31

                                                                                                                                                                                                                                                                                                                                                     -0.32

                                                                                                                                                                                                                                                                                                                                                                       -0.32

                                                                                                                                                                                                                                                                                                                                                                                         -0.33

                                                                                                                                                                                                                                                                                                                                                                                                           -0.33

                                                                                                                                                                                                                                                                                                                                                                                                                             -0.35

                                                                                                                                                                                                                                                                                                                                                                                                                                               -0.34

                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -0.32

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -0.30

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     -0.29

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -0.27
                                                         DEPTH FILL




                                                                                                                                                                             117.016 116.377

                                                                                                                                                                                                 117.011 116.317

                                                                                                                                                                                                                     117.006 116.285

                                                                                                                                                                                                                                       116.903 116.299

                                                                                                                                                                                                                                                         116.659 116.287

                                                                                                                                                                                                                                                                           116.535 116.261



                                                                                                                                                                                                                                                                                                               116.463 116.113



                                                                                                                                                                                                                                                                                                                                                     116.420 116.099




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   116.334 116.029

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     116.308 116.019

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       116.277 116.009
                                                                                                                       117.005 116.558

                                                                                                                                         117.008 116.498

                                                                                                                                                           117.012 116.438




                                                                                                                                                                                                                                                                                             116.495 116.254



                                                                                                                                                                                                                                                                                                                                   116.420 116.106



                                                                                                                                                                                                                                                                                                                                                                       116.415 116.090

                                                                                                                                                                                                                                                                                                                                                                                         116.409 116.080

                                                                                                                                                                                                                                                                                                                                                                                                           116.403 116.070

                                                                                                                                                                                                                                                                                                                                                                                                                             116.413 116.060

                                                                                                                                                                                                                                                                                                                                                                                                                                               116.386 116.050

                                                                                                                                                                                                                                                                                                                                                                                                                                                                 116.360 116.040
                                                         CONTROL LINE LEVELS




                                                                                                             116.813
                                                         EXISTING SURFACE

                                                         CHAINAGE




                                                                                                                                                                                                                                       11

                                                                                                                                                                                                                                                         12

                                                                                                                                                                                                                                                                           13



                                                                                                                                                                                                                                                                                                               15



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                                                                                                                                                                                                                                                                                                                                                                                         19

                                                                                                                                                                                                                                                                                                                                                                                                           20

                                                                                                                                                                                                                                                                                                                                                                                                                             21

                                                                                                                                                                                                                                                                                                                                                                                                                                               22

                                                                                                                                                                                                                                                                                                                                                                                                                                                                 23

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   24

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     25

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29
                                                                                                                                                                                                                     10




                                                                                                                                                                                                                                                                                             14



                                                                                                                                                                                                                                                                                                                                   16



                                                                                                                                                                                                                                                                                                                                                                       18
                                                                                          0
                                                                                          0



                                                                                                    2

                                                                                                        3

                                                                                                              4

                                                                                                                       5



                                                                                                                                                           7

                                                                                                                                                                             8

                                                                                                                                                                                                 9
                                                                                               1




                                                                                                                                         6
                                                                                                                                                                                                                   SECTION 7
                                                                                                                                                                                                                   SCALE 1:200 @ A3




                                               SCALE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING STATUS


                                                                                          DME
                                                                                                                                         APPROVED                                                                                                                                                                                PROJECT                                                                                                                                                                                                                     DRAWING TITLE
DESIGN - DM                                       AS SHOWN
                                                                                                                                             Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOR APPROVAL
                                               HORIZONTAL DATUM                                                                                                                                                                                                                                                                   PROPOSED MULTIPLE DWELLING                                                                                                                                                                                                  SECTIONS 4 OF 4   DRAWING NUMBER

DRAWN - DM                                        MGA56                                   PROJECTS                                              P.O. BOX 7481                                                                                                                                                                                                                                                                                                                                                                                                                           08
              A   MAY 23   FOR APPROVAL   DM                                                                                                    SIPPY DOWNS, QLD, 4556
                                                                                                                                                Phone: 0438 157 612
                                                                                                                                                                                                                                                                                                                                  17 MYALL ST                                                                                                                                                                                                                                   JOB NUMBER

APPROVED      ISSUE DATE   DESCRIPTION    BY
                                               VERTICAL DATUM
                                                                    Engineering - Design - Civil Project Services                                Email: [email protected]                                                                                                                                                   COOROY, QLD, 4563                                                                                                                                                                                                                                     230303
                                                  AHD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ©DME Projects Pty. Ltd.

Page 10

                                                                                                                                                                                                                                                                                                                                                                                                          116.00




                 APPROVED
                                                                                                                                     DESIGN - DM

                                                                                    DRAWN - DM
                                                                                                                                                                                                             CHAINAGE
                                                                                                                                                                                                                                                                  DEPTH FILL
                                                                                                                                                                                                                                                                               DEPTH CUT
                                                                                                                                                                                                                                                                                                                                                                                        115.
                                                                                                                                                                                                                                                                                                                                                                                        0    5




                                                                                                                                                                                                                         EXISTING SURFACE
                                                                                                                                                                                                                                            CONTROL LINE LEVELS




                                                                          A
                                                                                                                                                                                                              35        115.238                                   -0.22        0.22




                                                                                                                                                                                                                                                                                           Datum 110.000




                   ISSUE DATE
                                                                           MAY 23
                                                                                                                                                                                                              34        115.096 114.897                           -0.20        0.20




                                                                                                                                                                                                                                                                                                                                                                     115.
                                                                                                                                                                                                              33        114.966 114.788                           -0.18        0.18




                                                                                                                                                                                                                                                                                                                                                                     00




                   DESCRIPTION
                                                                           FOR APPROVAL
                                                                                                                                                                                                              32        114.864 114.680                           -0.18        0.18                                                                                         115.00




                   BY
                                                                                                                                                                                                              31        114.762 114.572                           -0.19        0.19




                                                                           DM
                                                                                                                                                     SCALE
                                                                                                                                                                                                              30        114.659 114.463                           -0.20        0.20




       AHD
                                                                                  MGA56
                                                     VERTICAL DATUM
                                                                                                                                  AS SHOWN
                                                                                                                                                                                                              29        114.556 114.355                           -0.20        0.20




                                                                                             HORIZONTAL DATUM
                                                                                                                                                                                                                                                                                                                                                                          114.
                                                                                                                                                                                                                                                                                                                                                                          50

                                                                                                                                                                                                              28        114.438 114.247                           -0.19        0.19



                                                                                                                                                                                                              27        114.303 114.138                           -0.16        0.16



                                                                                                                                                                                                              26        114.168 114.030                           -0.14        0.14



                                                                                                                                                                                                              25        114.043 113.922                           -0.12        0.12
                                                                                                                                                                                                                                                                                                                                                                               114.




                                                                                                                                                                                                                        113.919 113.813
                                                                                                                                                                                                                                                                                                           12% MAX G


                                                                                                                                                                                                              24                                                  -0.11        0.11
                                                                                                                                                                                                                                                                                                                                                                            00




                                                                                                                                                                                                                                                                                                           RADE




                                                                                                                                                                                                                                                                                                                                                                      114.00




                                                                                  PROJECTS
                                                                                                  DME
                                                                                                                                                                                                              23        113.795 113.705                           -0.09        0.09




                    Engineering - Design - Civil Project Services
                                                                                                                                                                                                              22        113.671 113.614                           -0.06        0.06
                                                                                                                                                                                                                                                                                                                                                                                        3.50




                                                                                                                                                                                                              21        113.548 113.542                           -0.01        0.01
                                                                                                                                                                                                                                                                                                                                                                                 113.




                                                                                                                                             APPROVED
                                                                                                                                                                                                                                                                                                                                                                                 66




                                                                    P.O. BOX 7481
                                                                                                                                                                                                              20        113.436 113.472                           0.04




                                                                    Phone: 0438 157 612
                                                                    SIPPY DOWNS, QLD, 4556
                                                                                                                                                                       SCALE 1:100 @ A3
                                                                                                                                                                                                              19        113.333 113.380                           0.05
                                                                                                                                                                                                                                                                                                                                                                                                     113.




                                Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                     50




                                                                                                                  Dale Martin - RPEQ 16845
                                                                                                                                                                                                              18        113.235 113.311                           0.08



                                                                                                                                                                                                              17        113.143 113.238                           0.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                 113.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  113.




                                                                                                                                                                                                                                                                                                                                                                                                                                                     20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 20




                                                                                                                                             PROJECT
                                                                                                                                                                                          DRIVEWAY SECTION
                                                                                                                                                                                                              16        113.062 113.162                           0.10
                                                                                                                                                                                                                                                                                                                                                                                                                               113.
                                                                                                                                                                                                                                                                                                                                                                                                                                   10




                                                                                                                                                                                                                                                                                                                                                                                                                                        113.00
                                                                                                                                                                                                              15        112.994 113.107                           0.11




                      17 MYALL ST
                                                                                                                                                                                                              14        112.953 113.019                           0.07


                      COOROY, QLD, 4563                                                                                                                                                                       13        112.906 112.947                           0.04



                                                                                                                                                                                                              12        112.854 112.876                           0.02
                                                                                                                                                                                                                                                                                                                            SCALE 1:100 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (INTERNAL TAPERS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED DRIVEWAY




                                                                                                                                                                                                                        112.799 112.822
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WITH STD DWG RS-049




                                                                                                                                                                                                              11                                                  0.02
                                                                                                                                                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CROSSOVER IN ACCORDANCE




                      PROPOSED MULTIPLE DWELLING




                                                                                                                                                                                                              10        112.745 112.758                           0.01
                                                                                                                                                                                                                                                                                                                                                                                                                                        112.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     112.




                                                                                                                                                                                                                                                                                                                                                                                                                                            67




                                                                                                                                                                                                                                                                                                                                                                T




                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         67




                                                                                                                                                                                                                                                                                                                                                                            T




                                                                                                                                                                                                                                                                                                                                               DRIVEWAY PLAN




                                                                                                                                                                                                                                                                                                                                                                SW                               W             W               W                            W                    W
                                                                                                                                                                                                                9       112.689 112.689                           0.00         0.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                 112.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     112.




                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                             8       5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         60




                                                                                                                                                                                                                                                                                                                                     W                                                                SW
                                                                                                                                             DRAWING TITLE




                                                                                                                                                                                                                8       112.630 112.606                           -0.02        0.02                                                                                                                                    SW
                                                                                                                                                                                                                                                                                                                                                                                                 WM




                                                                                                                                                                                                                                                                                                                                                                                        T            T             T                 SW T                       T                     T
                                                                                                                                                                                                                                                                                                                                                                                                                                                  112.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      112.




                                                                                                                                                                                                                                                                                                                                                                T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                       54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                                                            T
                                                                                                                                                                                                                7       112.567 112.566                           0.00         0.00                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW

                                                                                                                                                                                                                6       112.504 112.517                           0.01
                                                                                             DRIVEWAY DETAILS




                                                                                                                                                                                                                5       112.414 112.446                           0.03



                                                                                                                                                                                                                4       112.323 112.375                           0.05
                                                                     JOB NUMBER




                                                                                                                                                                                                                                                                                                                                                                                                                            112.20
                                                                                                                                                      DRAWING STATUS



                                                                                                 DRAWING NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.50




                                                                                                                                                                                                                3       112.231 112.300                           0.07                                                                                                                                                                                              SW                          SW                  SW
                                          09




                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                     112.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       112.




                                                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                                                                                                                    19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9




                                                                                                                                                                                                                2       112.129 112.225                           0.10
                                                                                                                                                                                                                                                                                                                                                                               SW
                                          230303
                                     FOR APPROVAL


©DME Projects Pty. Ltd.




                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                            112.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                112.




                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                1       112.028 112.125                           0.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                            01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                00

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