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

                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND
                                                                                                                                         FA
                                                                                                                                              LL             3.49m
                                                                                                                                                                                                                                                                                                                                                                                                                                  REFER TO DRAWING NO. 04
                                                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                                                                                                  1.8                                                                                                                                -0.
                                                                                                                                                                                                                                      0




                                                                                                                                                                                             -0
                                                                                                                                                                                                                                                                                                                                                                                                                                              Meters
                                                                                                                                                                                                                                                                     -0.




                                                                                                                                                                                               .3
                                                                                                                                                                                                                                                                        30




                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                       2                 0               2               4
                                                                                                                                                       3 0
                                                                                                                                  30                -0.                                                                                                                                                                                                                                      30
                                                                                                            30                -0.                                                                                                                                                                                                                                         30             -0.
                                                                                                         -0.                                                                                                                                                                                                                                                           -0.
                                                        3 0                                                                                                                                                                                                                                                                                                                                                                                   1:100
                                                    -0.
                                                                                           28




                                                                                                                                  FALL
                                                   -0.                                  -0.                                                                                                                                                                                                                   1.60                                                                                                            CONTRACTOR TO DETERMINE THE EXACT




                                                                                                                                                                                     -0
                                                         28




                                                                                                                                                                                       .3
                                                                   3.40m                                                                                                                                                                                                                                                                                                                                                      LOCATION OF ALL EXISTING SERVICES IN




                                                                                                                                                                                         0
                                                                                                                                                        0
                                                                                                                      -0.30




                                                                                                                                                      .3
                                                                                                                                                                                                                                                                                                                                                                                                                              THE VICINITY OF THE PROPOSED WORKS




                                                                                                                                                    -0
                                                              14                               14
                                                      -0.                                 -0.                                                                                                                                                                                                                                                                                                                                      PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                                                                                                     1.80                                                                                                        CONSTRUCTION - CONTRACTOR IS
                                                                                                                        -0.11                                                                                                                                                                                                                                                                                                   RESPONSIBLE FOR ANY DAMAGE TO
                        1.80




                                                                                                     4                                                                -0.11                                                                                                                                                                                                                                                             EXISTING SERVICES
                                                                                               0.0
                                                         0.0                                                                                                                                                                                                                                                                                                           4.09m
                                                               3
                                                                                                                                                                                                                                                                                                                 2.00                                                                                                             1.60
                                                                                                                                                                                                                                                                                                                                                                                                                              NOT FOR CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                                       LL
                                                                          FALL




                                                                                                                                                                                                                                                                                                                                                      FA
                                                                                                                                                                                                                                                                                                                                                             5.40m
                                                                                                                                                              -0.11


                                                                                                                                                                                                                                                                                                                                                                                                                           600SQ (MIN.) CONCRETE BASEMENT SUMP FITTED
                                                                                                                                                                                                                                                                                                                                                                                                                           WITH AUTOMATIC PUMP OUT SYSTEM
                                                                                                                                                                                                                                                                                                                                                                             2.60m
                                                                                                                                                                                                                                                                                                                                                                                                                           DISCHARGE TO STREET VIA PIT
                                                                                                                                                                                                                                                                                                                                                                                                                           PUMP >150LPM AT >2.0m HEAD
                                                                                                                                                                                                                                                                                                                                                                                                                           (REEFE RVE160VF OR SIMILAR SUBMERSIBLE VORTEX
                                                                                                                                                                                                                                                                                                                                                                                                                           SUMP PUMP WITH VERTICAL FLOAT SWITCH)
                                                                                                                                                                                                                                                                                                                                                                                                            -0.30
                                                                                                                                                                                                                                                                                -0.30                                                                                                                                      SUITABLY SIZED BATTERY SYSTEM INSTALLED IN
                                                                                                                                                                                                                                                                                                      -0.40                                                                    -0.34                                       BASEMENT PLANT ROOM TO RUN PUMP DURING
                                                                                                                                                    1.80
                                                                                                                                                                                                                                                                                                                                                                                                                           POWER FAILURE
                                                                                 FALL




                                                                                                                                                                                                                                                                                                      -0.40
                                                                                                                                                                                                                                                                                                                                                                                                                           SUMP IL = -1.000m TBC
                                                                                                                                                                                                                                                                                                                                                                                 2.60m


                                                                                                               1.9
                                                                                                                  6                                 -0.11
                                                                      6
                                                                   1.9                                                                                                                                                                                                                                    10.78m                                                                                                                 SUMP PUMP
                                                                                                                                                                                                                                                                                                                      STRIP DRAIN OUTLET                                                                                         DISCHARGE PIPE
                                                                                                                                                                                                                                                                                                                      100Ø uPVC                                                                                                  POLY AS PER PUMP
                                                                                                                                                                                                                                                                                                                      L = 8.5m @ 1% MIN.                                                                                         MANUF. SPECS
                                                                                                                                                                                                                                                                                                                      USIL = -0.480m                                                2.60m
                                                                                                                                                                                                                                                                                                                                                                                                                                 40mm NOM. HDPE
                                                                                                                                                                                                                                                                                                                      DSIL = -1.000m
                                                                                                                                                                                                                                                                                              8.51m                                                           FA
                                                                                                                                                                                                                                                                                                                                                                LL
                                                                                        FALL




               0
           2.4                                                                                                                                                                   0
                                                                                                                                                                              1.6                                                                                                                                           150 MIN. STRIP DRAIN AT
                                                                                                                                                                                                                                                                                                                            BOTTOM OF RAMP.                                            3.49m
                                                                                                                                                                                                                                                                                                                            SL = RL -0.28
                                                                                                               SUMP PUMP                                                                                                                                                                                                    OUTLET TO TO BASEMENT
                                                                                                               DISCHARGE PIPE                                                                                                                                                                                               SUMP
                                                                                                               TO 600SQ INLET PIT




                                                                                                                                                                                                                                                                                                                                                                                                                    -0
                                2.20




                                                                                                                                                                                                                                                                                                                                                                                                                      .3
                                                                                                               (REFER DRAWING 05A)




                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                                                                                                                              30         -0.
                                                                                                                                                                                                                                                                                                                                              30           -0.
                                                                                                                                                                                                                                                                                                                                          -0.
                                                                                                                                                                                                                                                                                           30
                                          2.00




                                                                                                                                                                                                                                                                                        -0.
                                       1.80




                                                                                                                                                                                                                                                                                                                               28
                                                                                                                                                                                                                                                                                                                            -0.
                                                                                                                                                    LL
                                                                                                                                                   FA




                                                                                                                                                                                                                                                                                        -0.




                                                                                                                                                                                                                                                                                                                                                                                                             -0
                                                                                                                                                                                                                                                                                           28




                                                                                                                                                                                                                                                                                                                                                                                                              .3
                                                                                                                                                                                                                                                                                                       3.40m




                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                   -0.30




                                                                                                                                                                                                                                                                                                                                                                             .3
                                                                                                                                                                                                                                                                                                                                                                         -0
                                                                                                                                                                                                                                                                                          -0   .14                                 14
                                                                                                                                                                                                                                                                                                                             -0.
                                                                                                                                                                                                                                                                                                                                                     -0.11
                                                                                                                                                                                                                                                              1.80




                                                                                                                                                                                                                                                                                                                                      4                                                           -0.11
                                                                                                                                                                                                                                                                                                                                  0.0
                                                                                                                                                                                                                                                                                          0.0
                                                                                                                                                                                                                                                                                             3


 REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR
 ALL RETAINING WALLS, BASEMENT FLOOR SLAB AND
 WALL DETAILS
                                                                                                                                                   SURFACE AND DRAINAGE PLAN - BASEMENT LEVEL
                                                                                                                                                                                     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                    05B
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                                                                                              BASEMENT                                         ©DME Projects Pty. Ltd.
                        ISSUE     DATE              DESCRIPTION                  BY                      AHD                                                                                            Phone: 0438 157 612 Email: [email protected]