Response to Further advice - Attachment 2 - Engineering Drawings · MCU22/0171

                                                                                                                                                       T
                                                                                                                                                                                                                                                                                        COUNCIL FOOTPATH
                        N                                                                                                                                                                                                                                               165
                                                                                                                                                                                                                                                                     SP223758
                                                                                                                                                                           EXISTING SEWER




                                                                                                                  SW
               W                  E                                                                                                                                       CONNECTION POINT




                                                                                                                                                     T
                        S
                                                                                                                                                                  Emt A                                                 Emt CA




                                                                                                             SW




                                                                                                                                                  T
                                                                                                                                                                SP311624
 LEGEND




                                                                                                                                             T W
                 EXISTING BUILDINGS




                                                                                                        SW
                                                                                                                                                                                                                                                          1.40
                                                                                                                                                                     0                                            1.40




                                                                                                                                                                                        1.2
                                                                                                                                                                                          0
                                                                                                                                                                 SP305586




                                                                                                                                            T W
                 EXISTING CONCRETE SURFACES
                                                                                                                                                           1.20
         E           EXISTING ELECTRICAL                                                                                                                                                                                 1.60
                                                                                                                                                                                                                           1.80
        SW           EXISTING STORM WATER                                                                                                                                                                                                                  1.60
                                                                                                                                                                                                                          2.00




                                                                                                        SW




                                                                                                                                        TW
                                                                                                                                                         1.20
         T           EXISTING TELSTRA

         W           WATER RETICULATION




                                                                                     EET




                                                                                                                                       TW
                     EXISTING SEWER




                                                                                                             SW
         S




                                                                                                                                                     1.4
                                                                                                                                                       0
                                                                                  MILL STR
       17.00         EXISTING CONTOURS
                                                                                                                                                                                                                            EXISTING BLOCK
                                                                                                                                                                                                                                 WALL
                     LOT BOUNDARIES




                                                                                                                                             1.
                                                                                                                                   TW
                                                                                                                                                                    EXISTING RESIDENCE




                                                                                                                                                  40
                                                                                                                   SW
                                                                                                                                                                      (ADJACENT LOT)
                     EXISTING FENCING                                                                                                                                                                                                                                1.8
                                                                                                                                                                                                                                                                        0
                                                                                                                                                                          0000                                                                                                                                     3
                                                                                                                                                                        SP305586                                                                                                2                               MCH3881



                                                                                                                               TW
                                                                                                                                                                                                                                     1                                       MCH3881

                                                                                                                        SW




                                                                                                                                                                                                         1.80
                                                                                                                                             1.2
                                                                                                                                                 0
                                                                                                                                                                                                                                  MCH3881
                                                                                                                                             1 0
                                                                                                                                              . 2
                                                                                                                              W
                                                                 EXISTING STRIP                                            SW T
                                                                   DRAIN AND
                                                                                                                                                                                                                                    1.80
                                                                 DRIVEWAY GATE
                                                                                                                                                                                                                                                                      1.80
                                                                                                                        T
                                                                                                                        W




                                                                                                                                                                                            0                                                                                1.60
                                                                                                                                                                                   0    2.4                                                    1.6
                                                                                                                                                                                                                                                  0
                                                                                                 1.20




                                                                                                                                                                               SP305586




                                                                                                                                                                                                                 2.20
                                                                                                                        T




                                                                                                                                                                                                                                    EXISTING WATER
                                                                                                                       W




                                                                                                                                                                                         2.20




                                                                                                                                                                                                            1.800
                                                                                                                                                                                                             2.0
                                                                                                                                                                                                                                   MAIN CONNECTION
                                                                                                                                                                                                                                         POINT
                                                                     W
                                                                                             T                                                                                             2.00
                                                                                    W                                                                                                       1.80
                                                                                                        T                                                                                    1.60                                                                                                                             W
                                                                                                  W
                                                                                                                           T
                                                                                                                                   T                                                                                                                                                                                 W    T
                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                           0




                                                                                                                                                                                                                  0
                                                                                                                       W                                                                                                                                                                W                        T
                                                                                                                                                         1.2




                                                                                                                                                                                                                1.4
                                                                                                                                                                T                                                                                                           W               T
                                                                                                                                                   W                            T                                                                     W                             T
                                                                                                                                                                                                  T                                W                             T
                                                                                                                                                                    W                                              TW                      T
                                                                                                                                                                                                   W
                                                                                                                                                                                                                         PP
                                                                                                                               W




CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                            PP
LOCATION OF ALL EXISTING SERVICES IN
THE VICINITY OF THE PROPOSED WORKS
                                                                                                                                                                                                                                                                                        GYMPIE TCE
     PRIOR TO THE START OF ANY
                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                           Meters
   CONSTRUCTION - CONTRACTOR IS                                                                                                                                                                                 EXISTING CONCRETE DRIVEWAY                                                                               5          0               5               10
  RESPONSIBLE FOR ANY DAMAGE TO                                                                                                                                                        EXISTING BLOCK               AND ACCESS EASEMENT
          EXISTING SERVICES                                                                                                                                                                 WALL
                                                                                                                                                                                                                                                      EXISTING FEATURES PLAN                                                                1:300


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
                              C   MAR 23   FURTHER ADVICE        DM
                                                                    HORIZONTAL DATUM                                                                                                                                      PROPOSED DUAL OCCUPANCY                                                EXISTING FEATURES                DRAWING NUMBER

DRAWN - DM                    B   JAN 23   INFORMATION REQUEST   DM
                                                                                                                               PROJECTS                               P.O. BOX 7481                                                                                                                                                          02
                              A   SEP 22      FOR APPROVAL       DM    MGA56                                                                                          SIPPY DOWNS, QLD, 4556
                                                                                                                                                                      Phone: 0438 157 612
                                                                                                                                                                                                                          128 GYMPIE TERRACE                                                                                      JOB NUMBER

APPROVED       06/03/2023    ISSUE DATE       DESCRIPTION        BY
                                                                    VERTICAL DATUM
                                                                                                 Engineering - Design - Civil Project Services                          Email: [email protected]                    NOOSAVILLE, QLD, 4566                                                                                              220508
                                                                        AHD                                                                                                                                                                                                                                                               ©DME Projects Pty. Ltd.