Appendix A - Engineering Drawings 220508 ISSUE D OPW · OPW23/0179

                                                                                                                                                             2.70
                                                 2.4
                                                    3                                                                                                                                                                                                                                                                                                                                                    1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND
                                                                                                                                                                                                 8
                                                                                                                                                                                            2.5                                                                                                                                                                                                               9




                             1.80
                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                  1.2                                                                                                REFER TO DRAWING NO. 04
                                                                                                                                                                                                                                                                                                                                                                                                                                         1.40
                                                                                                                                                                                                                                                                                                                                                                                    2.5                    .54
                                                                                                                                                                                                                                                                                                                                                                                        4                 2
                                                                                                                                                                                                                                                                                                                                       1.40




                                                                                                                                                                                                               FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Meters
                                                                                                                                                                                                                                                                                                                                                                                                                          2               0                      2             4




                                                                                                                                                                                                                                                                                                                                                                                                  FAL
                                                           2.4




                                                                                                                                                                                                                                                                                                                                                                                                     L
                                                                  0                                                                                                                                                                                                                                                                                                                                                                                   1:100




                                                                                                FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                  CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                           2.3                                                                                 5                                  LOCATION OF ALL EXISTING SERVICES IN
                                                                                                                                                                                                                           2.6                                                                                  5                            0                                              2.4
                                                                                                                                                                                                                                0                                                                                                        2.5                                                                                      THE VICINITY OF THE PROPOSED WORKS
                                                                                                                                                                                                           0
                                                                                                                                                                                                     2.6
                                                               FALL


                                                                                                                                                                                                                                                                                                                                                                                                                                       PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                    0                                                                                                                                                                                                CONSTRUCTION - CONTRACTOR IS
                                                                                                                                                                                                     2.4                    2.4
                                                                                                                                                                                                           0                                                                                                                                                                                                                        RESPONSIBLE FOR ANY DAMAGE TO
  150mm MIN.                                                                                                                                                                                                                                                                                                                                                                                                   2.4                          EXISTING SERVICES
  STRIP DRAIN                                                                                                                                                                                                                                                                                                                                                                                                        0
  ACROSS                                                                                                                                              1.80                                                                                                                                                                                       1.60          3.00
  DRIVEWAY                                                                                                                                                                                                                                                                                                                                                                                                                        NOT FOR CONSTRUCTION




                                                                                                                                                                                                                                                                                                            FALL
  SL = RL 1.85m
  IL = RL 1.65m
  FREE DRAINING                                                                                                                                                                                                                                                           1.80                                                                          1.80
  TO PIT.                                                                                                                    1.8
                                                                                                                                5
                                                                                           5
                                                                                        1.8                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                   2.4
                                                                                                                                                                                                                                                                                                                                                    2.00                                                                                      1.60




                                                                                                                                                                                                                                                                                                                                                                                                           FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                              300SQ DOMESTIC SW PIT
                                                                        2.3                                                   2.16
                                                                           0                                                                                                                                                                                                                                                                                                                                                                  DRAIN TO STREET VIA 600 SQ PIT
                                                                                                                                                                                                                                                                                                                                                                      2.70                                                                    BESIDE DRIVEWAY
                                                                                         2.1                                                          2.70
                                                                                            6                                                                                                                                                                                                                                                                                                                                                 PIPE ARRANGMENT BY PLUMBER
                                                                                                            FALL




                                                                                                                                                                                                                                    2.40                                                                                                                                                                                                      100Ø uPVC (SADDLE TO
                                                                                                                                                                                     2.40                                                                                                                                                                                                                                                     BASEMENT WALL INT.)
                                                                                                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                                                                                                                                                               2.4                            L = ~ 40m @ 1% MIN.
                                                                              2.35m                                                                                                          0                                                                                                                                                                                                                                                USIL = RL 2.20
                                                                                                       4.64m                                                                           2.4                                                                                                                                                                                                                                                    DSIL= RL 1.60
                                                                                                                                    2.40
             2 .40                                                                                                                                                                                                         2.22
                                                                                                                                                                                  0
                                                                         2.4
                                                                                                                        STRIP DRAIN OUTLET                                     1.6
                                           2.2                                0                                         100Ø uPVC
                                                5                                                                       L = 11.3m @ 1% MIN.
                                                                                                                        USIL = 1.65
          RAMP DRIVEWAY




                                                                                                                                                                                                                                                                                                         FALL
                                                                                                                        DSIL = 1.50
          TO RL = 2.400                                                                                                                                                                                                          2.04
          MIN. FOR FLOOD                                                                                                                                               5.00m
                                         2.20




          IMMUNITY
                                                                                                                                                                                                                                                                                                                                                                             2.70




                                                                                                                                                                                                                                                   FALL
                                                        FALL
                                                                                                                                                  9.66m
                                                                                                                                                                                                                                 1.86
                                                 2.00
                                                        1.80




                                                                                                                                                              TO ALL
                                                                                                                                                                 PIT




                                                                                                                                                                                                  2.
                                                                                                                                                                F




                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                               2.5
                                                                                                                                                                                                     33




                      2.25
                                           2.25
                                                                                                      3                                                             3 X 5,200L RAINWATER
                                                                                     0             2.3                                                                                                                                  1.68
                                                                                  2.4                                                                               TANKS FOR RE-USE
       600SQ INLET PIT WITH GRATE                                                                                                     RAINWATER TANK                ALL ROOFWATER TO
       SUITABLE BACKFLOW DEVICE FITTED TO                                                                                             OUTLET TO PIT                 TANKS                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                 2.5
                                                                                                                                                                                                               2.




                                                                                                                                                                                                                                                                                                                                                                                                                          FALL
       OUTLET PIPE TO PREVENT FLOODWATER
                                                                                                                                                                                                                 29




                                                                                                                                      FREE DRAINING
       ENTERING LOT VIA SYSTEM                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                           1.5
                                                                                                                                           2.




       SL = RL 2.21m                                                                                                                                                                                                      1.5
                                                                                                                                             24




                                                                                                                                                                                                                             0
       IL = RL 1.50m
                                                           0
                                                        1.4




                                                                                                                                           2.
                                                                                                                                             24
                                                                                                                       21
                                                                                                                       2.




                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                      W
                                                                                                                                                                                       W
                                                                                                                                                            W
                                                                                                                                                W                                                                                                                        T
                                                                                                                                     W STORMWATER CONNECTIONS                                                                                      T
                 T                                                                                           W                                                                                                        T
                                     T                                             W                                                    TO KERB AS PER IPWEAQTST                        T
                                                        W T                              T                                                       T RS-081
                             W                                                                                     T                  T        DWG
         W                                                                                                                                (2/127x75x3 HDG RHS)



       DRAINAGE OUTLET TO STREET AT APPROX RL = 1.25.                                                                                                                                                                                                                                                                                                                                 2.70
       ALL LEVELS ARE TO BE CHECKED AND ADJUSTED TO
       ENSURE STRIP DRAINS ARE FREE DRAINING
                                                                                                                              SURFACE AND DRAINAGE PLAN - GROUND LEVEL                                                                                                                                                    2.4
                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                                                                                                                         2.5
                                                                                                                                                                                                                                                                                                  1.80




                                                                                                                              SCALE 1:100 @ 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                                                              STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                        STATUS
                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWING
                                                                                                                                                                                                                                                                                                                                                                                                                                        NUMBER                          05A
DESIGN CHECK
                     DM          B         JAN 23                 INFORMATION REQUEST                  DM
                                                                                                                            SITE                                            PROJECTS
                                                                                                                                                                                                                                           DALE MARTIN - RPEQ 16845
                                                                                                                                                                                                                                                                                                 128 GYMPIE TERRACE                                                                   AND SURFACE DETAILS                               JOB
                                                                                                                                                                                                                                                                                                                                                                                                                                        NUMBER                       220508
DATE
             31/10/23
                                 A         SEP 23                       FOR APPROVAL                   DM          VERTICAL DATUM
                                                                                                                                             ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                                                                                                                           P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                                                                                                                                                                                 NOOSAVILLE, QLD, 4566                                                                GROUND SURFACES                                                ©DME Projects Pty. Ltd.
                             ISSUE         DATE                         DESCRIPTION                    BY                   AHD                                                                                                            Phone: 0438 157 612 Email: [email protected]