RFI - Attachment 4 - Engineering Response Package · MCU22/0171

 SUMP PUMP
 DISCHARGE PIPE
 POLY AS PER PUMP                                                                                                                                                                                      1.80
                                                                                                                                                                                                                                                                         MIN. 600SQ BASEMENT SUMP
 MANUF. SPECS                                                                                                                                                                                                                                                            FITTED WITH AUTOMATIC PUMP
                                                                                                                                                                                                                                              -0.30
                                                                                                                                                                                                                                                                         OUT SYSTEM. DISCHARGE TO
                                                                                                                                                                                                                                                                         STREET VIA PIT


                                                                                                               2.10
 FLOOD GATE PLUS                                                                                                                                                                       1.61
                                                                                                      1.85
 200mm STRIP DRAIN
 ACROSS DRIVEWAY                                                     1.85
 SL = RL 1.75m                                                                                                                  2.70                                                                                                                                                                                        -0.30
 IL = RL 1.5m
 FREE DRAINING TO                                                                                            2.00
 PIT. OUTLET TO HAVE                                                  2.00
                                                                                                                                                            2.09                                                                                                                              -0.40
 BACKFLOW
 PREVENTION FLAP                                                                                              2.10
                                                                                                                                                    0
                                                       2.10                                                                                      1.6
                                  2.25                                                                                                                                                                        SUMP PUMP
                                                                                                                                                                                                              DISCHARGE PIPE
                                                                                                                                                                                                              POLY AS PER PUMP
                                                                                                                                                                                                              MANUF. SPECS
    STRIP DRAIN                                                                                                                                                                 2.05
                           2.20




    OUTLET PIPE




                                                                                                                                           PIT
    100Ø




                                                                                                                                       TO
                                                                                                                                       E
                                                                                                                                    AD
                                                                             1%
                                   2.00




                                                                                                                                GR
                                                                              GR




                                                                                                                               1%
                                          1.80




                                                                                 ADE




                                                                                                                                                                                                                                                                            -0.30
                                                                                                                                                                                                                                                                                            200 STRIP DRAIN AT BOTTOM
                                                                                     TO




                                                                                                                                                                                                                                                      -0.30
                                                                                       PI




                                                                                                                                                                                                                                                                                            OF RAMP. CONNECT TO
                                                                                          T




                                                                                                                                                                   2.04                                                                                                                     BASEMENT SUMP
                             2.25                                                                                       2.04
                                                              2.10
                                                                               2.04
                                                                                                     RAINWATER
                                                                                                     TANK O/FLOW
600SQ INLET PIT                                                                                      TO PIT
SUITABLE BACKFLOW
DEVICE FITTED TO                                                                                                                                                     2.03
OUTLET PIPE TO                                                                                                                                                                                                                                                                 -0.30
PREVENT                                                                                                                                                                                                                                                  -0.30                                                                           -0.30
                                             0




FLOODWATER
                                          1.4




ENTERING LOT VIA
SYSTEM                                                                                                                                                                                                                                                                                -0.30
SL = RL 2.01m                                                                     2.01
                                                                                                                                                                                              W
IL = RL 1.35m                                                                                                                                                               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
                                                                                                                                                            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                                      B   JAN 23          INFORMATION REQUEST         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      23/01/2023                    ISSUE DATE                     DESCRIPTION          BY
                                                                                                         VERTICAL DATUM
                                                                                                                                       Engineering - Design - Civil Project Services               Email: [email protected]    NOOSAVILLE, QLD, 4566                                                                      220508
                                                                                                               AHD                                                                                                                                                                                                              ©DME Projects Pty. Ltd.