220508 - Engineering Drawings ISSUE E · OPW23/0179

                                                                                                                                                                            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
                         SUBJECT SITE




                                                                                                                             SW
                                                                                                                                                                                                                                                                                            1.40
                                                                                                                                                                                             0                                                     1.40




                                                                                                                                                                                                                         1.2
                                                                                                                                                                                                                           0
                                                                                                                                                                                         SP305586




                                                                                                                                                                 T W
                         EXISTING BUILDINGS
                                                                                                                                                                                  1.20
                                                                                                                                                                                                                                                          1.60
                         EXISTING CONCRETE SURFACES                                                                                                                                                                                                         1.80
                                                                                                                                                                                                                                                           2.00                              1.60




                                                                                                                             SW




                                                                                                                                                             TW
                                                                                                                                                                             1.20
                E                EXISTING ELECTRICAL
                SW               EXISTING STORM WATER




                                                                                                          EET
                                 EXISTING TELSTRA




                                                                                                                                                            TW
                T




                                                                                                                                  SW




                                                                                                                                                                         1.4
                                                                                                                                                                            0
                                 WATER RETICULATION
                                                                                                       MILL STR
                W
                                                                                                                                                                                                                                                             EXISTING BLOCK
                S                EXISTING SEWER                                                                                                                                                                                                                   WALL




                                                                                                                                                                  1.
                                                                                                                                                        TW
                                                                                                                                                                                               EXISTING RESIDENCE




                                                                                                                                                                       40
                                                                                                                                        SW
               17.00             EXISTING CONTOURS                                                                                                                                               (ADJACENT LOT)
                                                                                                                                                                                                                                                                                                       1.8
                                                                                                                                                                                                                                                                                                             0
                                 LOT BOUNDARIES                                                                                                                                                       0000                                                                                                                                             3
                                 EXISTING FENCING                                                                                                                                                   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




                                                                                                                                                                                                                                              2.0 2.20
                                                                                                                                             T




                                                                                                                                                                                                                                                                   EXISTING WATER
                                                                                                                                            W




                                                                                                                                                                                                                          2.20




                                                                                                                                                                                                                                             1.800
                                                                                                                                                                                                                                                                    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



                                                                                                                                                                                                                                                                                        SCALE 1:300 @ A3

DESIGN                                                                     SCALE                                                                                                                                                                                                                                                                                      DRAWING
                    DM                                                                                                                                                      APPROVED                                                   PROJECT                                                                                      DRAWING TITLE                                    FOR CONSTRUCTION
DRAWN
                    DM
                             E
                             D
                             C
                                   FEB 24
                                   OCT 23
                                  MAR 23
                                            OPW INFORMATION REQUEST
                                               OPERATIONAL WORKS
                                                FURTHER ADVICE
                                                                      DM
                                                                      DM
                                                                      DM
                                                                             AS SHOWN
                                                                           HORIZONTAL DATUM
                                                                                                                             DME                                                                           Dale Martin                 PROPOSED DUAL OCCUPANCY                                                                       EXISTING FEATURES
                                                                                                                                                                                                                                                                                                                                                                      STATUS
                                                                                                                                                                                                                                                                                                                                                                      DRAWING
                                                                                                                                                                                                                                                                                                                                                                      NUMBER                    02
DESIGN CHECK
                    DM       B     JAN 23     INFORMATION REQUEST     DM
                                                                                   SITE                                      PROJECTS                                                                                                  128 GYMPIE TERRACE                                                                                                             JOB
                                                                                                                                                                                                                                                                                                                                                                                            220508
                                                                           VERTICAL DATUM
                                                                                                                                                                            DALE MARTIN - RPEQ 16845                                                                                                                                                                  NUMBER
DATE
         25/02/24
                             A     SEP 23        FOR APPROVAL         DM
                                                                                   AHD          ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                                                            P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                                                            Phone: 0438 157 612 Email: [email protected]
                                                                                                                                                                                                                                       NOOSAVILLE, QLD, 4566                                                                                                                ©DME Projects Pty. Ltd.
                         ISSUE     DATE          DESCRIPTION          BY