220508 - Engineering Drawings ISSUE E · OPW23/0179

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




                                                                                                                                                                                               -0
                                                                                                                                                                                                                                                                                                                                                                                                                                      Meters




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




                                                                                                                                                                                                                                                                                                                                                    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.
                                                                                                                                                                                                                                                                                                                                          3 0           -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 CONSTRUCTION
DRAWN
                   DM     D
                          C
                           E      FEB 24
                                 OCT 23
                                 MAR 23
                                                 OPW INFORMATION REQUEST
                                                    OPERATIONAL WORKS
                                                     FURTHER ADVICE
                                                                                   DM
                                                                                   DM
                                                                                   DM
                                                                                                 AS SHOWN
                                                                                          HORIZONTAL DATUM
                                                                                                                                                                           DME                                                         Dale Martin                     PROPOSED DUAL OCCUPANCY                                                                                        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
         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                                                                                          BASEMENT                                         ©DME Projects Pty. Ltd.
                        ISSUE     DATE                DESCRIPTION                  BY                      AHD                                                                                            Phone: 0438 157 612 Email: [email protected]