Approved Plans 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
                                                                                                                                                                                                                              1                                                                                                                                                                                                     CONSTRUCTION - CONTRACTOR IS
                                                                                                                                                                                                    2.4                    2.4
                                                                                                                                                                                                          1                                                                                                                                                                                                                        RESPONSIBLE FOR ANY DAMAGE TO
  150mm MIN.                                                                                                                                                                                                                                                                                                                                                                                                  2.4                          EXISTING SERVICES
  STRIP DRAIN                                                                                                                                                                                                                                                                                                                                                                                                       0
  ACROSS                                                                                                                                             1.80                                                                                                                                                                                       1.60          3.00
  DRIVEWAY




                                                                                                                                                                                                                                                                                                           FALL
  SL = RL 1.85m
  IL = RL 1.65m
                                                                                                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL
  FREE DRAINING
                                                                                                                            1.8
                                                                                                                                                                                                                                                                         1.80                                                                          1.80                                                                          APPROVED PLAN
  TO PIT.
                                                                                          5
                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                                                                                                                   OPW23/0179 4 APR 2024
                                                                                       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




                                                                                                                                                                                                                                   2.41                                                                                                                                                                                                      100Ø uPVC (SADDLE TO
                                                                                                                                                                                    2.41                                                                                                                                                                                                                                                     BASEMENT WALL INT.)
                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                                                                                                                                                                              2.4                            L = ~ 40m @ 1% MIN.
                                                                              2.35m                                                                                                         1                                                                                                                                                                                                                                                USIL = RL 2.20
                                                                                                      4.64m                                                                           2.4                                                                                                                                                                                                                                                    DSIL= RL 1.60
                                                                                                                                   2.41
             2 .40                                                                                                                                                                                                        2.22
                                                                                                                                                                                 0
                                                                         2.4
                                                                                                                       STRIP DRAIN OUTLET                                     1.6
                                           2.2                               1                                         100Ø uPVC
                                                5                                                                      L = 11.3m @ 1% MIN.
                                                                                                                       USIL = 1.65
          RAMP DRIVEWAY




                                                                                                                                                                                                                                                                                                        FALL
                                                                                                                       DSIL = 1.50
          TO RL = 2.410                                                                                                                                                                                                         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
                                                                                    1             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 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                                                                                                                  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
           25/02/24
                                 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]