Appendix A - Engineering Drawings 220508 ISSUE D OPW · 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


   NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                             SCALE 1:300 @ A3

DESIGN                                                                 SCALE                                                                                                                                                                                                                                                                                      DRAWING
                    DM                                                                                                                                                  APPROVED                                                   PROJECT                                                                                      DRAWING TITLE                                        FOR APPROVAL
DRAWN
                    DM       D
                             C
                                   OCT 23
                                  MAR 23
                                            OPERATIONAL WORKS
                                              FURTHER ADVICE
                                                                  DM
                                                                  DM
                                                                         AS SHOWN
                                                                       HORIZONTAL DATUM
                                                                                                                         DME                                                                                                       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
          31/10/23
                             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