RFI - Attachment 4 - Engineering Response Package · 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                                                                                                                                                                                 2.00                             1.60




                                                                                                         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




                                                                                                                                                                                                                1.4
                                                                                                                                                         1.2




                                                                                                                                                                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
                                                                      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       23/01/2023    ISSUE DATE       DESCRIPTION        BY
                                                                      VERTICAL DATUM
                                                                                                  Engineering - Design - Civil Project Services                         Email: [email protected]                    NOOSAVILLE, QLD, 4566                                                                                                220508
                                                                           AHD                                                                                                                                                                                                                                                              ©DME Projects Pty. Ltd.