Attachment F - Engineering Package · MCU22/0171

                                                                                                                                                                                                       1.80
                                                                                                                                                                                                                                                                                     MIN. 600SQ BASEMENT SUMP
                                                                                                                                                                                                                                                     -0.30                           FITTED WITH AUTOMATIC PUMP
                                                                                                                                                                                                                                                                                     OUT SYSTEM. DISCHARGE TO
                                                                                                                                                                                                                                                                                     STREET
                                                                                                                                                                                      -0.30
                                                                                                              -0.30
200mm STRIP DRAIN
                                                                                                      1.85
ACROSS DRIVEWAY
I.L.RL = 1.5                                                      1.85                                                                                                       2.70                                                             2.70
FREE DRAINING TO                                                                                                                               2.70                                                                                                                                                                                    -0.30
STREET
                                                                                                            2.00
                                                       2.70        2.00                                                                                        2.10
                                                                                                                                                                                                                                                                                                         -0.40
                                                                                                                                                                               2.05                                                                            2.60
                                                                                                             2.10
                                                                                                                                                      0
                                                    2.10                                                                                        1.6
                               2.25
                        2.20




                                                                                                                                         PIT
                                                                                                                                        TO
                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                    2.60
                                                                         SU




                                                                                                                                   LO
                                                                           RF




                                                                                                                                 EF
                                2.00




                                                                           AC




                                                                                                                               AC
                                                                                EF
                                       1.80




                                                                                                                             RF
                                                                                                                                                                                                                                                                                       -0.30
                                                                                 LO




                                                                                                                            SU
FLOOD GATE                                                                                                                                                                                                                                                                                             200 STRIP DRAIN AT BOTTOM
                                                                                     W




                                                                                                                                                                                    2.05                                                                       -0.30
                                                                                      TO




INCLUDING STRIP                                                                                                                                                                                                                                                                                        OF RAMP. CONNECT TO
                                                                                         PI




DRAIN                                                                                                                                                                 2.08
                                                                                                                                                                                                                                                                                                       BASEMENT SUMP
                                                                                             T




                          2.25
                                                           2.10                                                                                                                     1.40
                                                                            2.08
                                                                                                                       600SQ INLET PIT
                                                                                                                       SUITABLE BACKFLOW DEVICE                                                                                                         2.70
                                                                                                                       FITTED TO OUTLET PIPE TO
                                                                                                                       PREVENT FLOODWATER
                                                                                                                       ENTERING LOT VIA SYSTEM
                                                                                                                                                                        2.03
                                                                                                                                                                                                                                                                              2.60
                                                                                                                                                                                                                                                                                          -0.30
                                                                                                                                                                                       1.40                                                                           -0.30                                                                          -0.30
                                          0
                                       1.4




                                                                                                                                                                                                                                                                                                 -0.30
                                                                                 2.01
                                                                                                                                                                                              W
                                                                                                                                                                         W
                                                                                                                                                          W                                                                                                                                    -0.20
                                                                                                                                    W




                                                                                                                                                                                                                                     1.80
                                                                                                                      W                                                                                T                                                               -0.20
                                                                                                    W                                                                                         T
                                                                                     W                                                                                   T
                    T                                      W                                                                                              T
                                       W T                     T                                                       T
                                                                                                                                    T
                                                                                         T              T




                                                                    PP
                                                                                                                                                                                                                                                                                                0.10
                                                                                                                                                                                                                                                                          0.10

                                                                                                                                                              DRAINAGE OUTLET TO STREET
                                                                                                                                                              AT APPROX RL = 1.25. LEVELS
                                                                                                                                                              TO BE CHECKED AND ADJUSTED
                                                                                                                                                              TO ENSURE STRIP DRAINS ARE                                                                                                                                                            2.60
                                                                                                                                                              FREE DRAINING


                                                                                 SURFACE DRAINAGE - GROUND LEVEL                                                                                                                                               SURFACE DRAINAGE - BASEMENT
                                                                                 SCALE 1:200 @ A3                                                                                                                                                              SCALE 1:200 @ A3



                                                                         DRAINAGE NOTE:
                                                                         1. ALL PIPES MIN 100Ø UPVC U.N.O. MIN. 0.5% GRADE AND FREE
 CONTRACTOR TO DETERMINE THE EXACT
 LOCATION OF ALL EXISTING SERVICES IN
                                                                             DRAINING AT ALL TIMES.
 THE VICINITY OF THE PROPOSED WORKS                                      2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA
      PRIOR TO THE START OF ANY                                              APPROVED KERB ADAPTORS
    CONSTRUCTION - CONTRACTOR IS                                         3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
   RESPONSIBLE FOR ANY DAMAGE TO                                             TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT
           EXISTING SERVICES                                                 PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
                                                                             DISCHARGE TO KERB ACCORDINGLY.
 NOT FOR CONSTRUCTION
                                                                                                        SCALE                                                                                                                                                                                                                      DRAWING STATUS


                                                                                                                                                                      DME
                                                                                                                                                                                                  APPROVED                          PROJECT                                                               DRAWING TITLE
DESIGN - DM                                                                                                   AS SHOWN
                                                                                                                                                                                                  Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                      FOR APPROVAL
                                                                                                        HORIZONTAL DATUM                                                                                                             PROPOSED DUAL OCCUPANCY                                                STORMWATER DETAILS     DRAWING NUMBER

DRAWN - DM                                                                                                                                                            PROJECTS                     P.O. BOX 7481                                                                                                                           05
                                              A   SEP 22                 FOR APPROVAL            DM           MGA 56                                                                               SIPPY DOWNS, QLD, 4556
                                                                                                                                                                                                   Phone: 0438 157 612
                                                                                                                                                                                                                                     128 GYMPIE TERRACE                                                                            JOB NUMBER

APPROVED      13/09/2022                  ISSUE DATE                     DESCRIPTION             BY
                                                                                                        VERTICAL DATUM
                                                                                                                                    Engineering - Design - Civil Project Services                  Email: [email protected]    NOOSAVILLE, QLD, 4566                                                                                 220508
                                                                                                              AHD                                                                                                                                                                                                                          ©DME Projects Pty. Ltd.