Civil Works · MCU22/0058

                                                                                                                                                                                                                                                                                                       MCU
                                                                                                                                                                                                                                                                                        NOT FOR CONSTRUCTION




                                                                                                                        ROOF DRAINAGE TO HYDRAULIC
                                                                                                                        ENGINEERS SPECIFICATIONS
                                                                              Ø100 HIGH FLOW OUTLET
                                                                                                                                                                       ORIFICE PLATE DISK
                                                                                                                                                                       WITH 53mm ORIFICE
                                                                                4,000L ATTENUATION TANK OR SIMILAR

                                                                                                                                                 HIGH FLOW                    TANK WALL
                                                                                                                                                 OUTLET


                                                                                                                                                                                    TANK BASE
                                                                                                                                           SCREW ON
                                                                                                                                           ACCESS CAP




                                                                                          ATTENUATION VOLUME
                                                                                                                                                  OUTLET TO         ORIFICE DISK TO BE GLUED INSIDE
                                                                                                                                                  DRAINAGE          JUNCTION. uPVC OUTLET FROM
                                                                                                                                                  NETWORK           TANK TO BUTT UP AGAINST
                                                                                                                                                                    ORIFICE DISK




                                                                                                                                               LOW FLOW OUTLET WITH SCREW CAP




                                                                                                      DETAIL A - RAINWATER ATTENUATION TANK




                                                                                                                                                                                                BRIDGED DRIVEWAY CROSSOVER
                                                                                                                                                                                                PLAN
                                                                                                                                                                                                SCALE 1:20




NOMINAL 450mm WIDE
CLASS C TRENCH GRATE


                                                          W1



                                                      ASPHALT APRON

                                                                                                                                                                                                                                                       KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                   1/04/2022

                                                                                                   CONCRETE TRANSITION
                                                                                                                                                                                                                                                                                                                                   EA ID: 2557785
                                                                                                                                                                                                                                                                                                                                    RPEQ: 26443


                                                                                                                                            CONCRETE TRANSITIONS
                                                          W2                                                                                                                                                                                                                               DO NOT SCALE, IF IN DOUBT ASK!
                       PATHWAY WHERE SHOWN                                   PATHWAY WHERE SHOWN                                                                                                                                       ASPHALT APRON




                                                                                        CONCRETE TRENCH


                                                          W3


                                                                                                                                                                                                                                                                           A 30/03/22 ISSUE FOR MCU                                            BP        NW
                                                                                                                                                                                                                                                                          Rev Date             Description                                     By Chk



       PROPRIETARY MEDIUM DUTY GALVANISED
       STEEL GRATE NOM. 450mm WIDE. (WEBFORGE
       MTG45C OR SIMILAR)                                  565 FRAME                                                                                                                                    WIDTH OF DRIVEWAYS
                                                                                                        125mm CONCRETE DRIVEWAY
                                                                                                        TO GRC. STD. DWG. NO. R-03                                                                                         MAXIMUM WIDTH
                                                                                                                                                                                             MAXIMUM     MINIMUM                                                             [email protected]
                                                                                                                                                                            TYPE DESCRIPTION WIDTH (W1) WIDTH (W2)           PROPERTY
                                                                                             VARIES                                                                                                                        BOUNDARY (W3)                                     37 MARY ST NOOSAVILLE, QLD
                                                                7.7%
                                                                                                                                                                                          SINGLE GARAGE
                                                                                                                                                                                                                                                                             07 5211 1003
                                                        50




                               VARIES                                                                                                                                           1                            6.0m   3.0m        3.0m
                                                                                                                                                                                              ACCESS                                                                      Client

                                                                                                                                                                                                                                                                          FORDE PROPERTY
                                                                       125

                                                                                330




                                                                                                        REMOVE BACK OF KERB                                                             DOUBLE GARAGE
                                                50
                                        280




                                                                                                                                                                                2                            6.0m   3.0m        6.0m                                      Project Name
                                                                                                                                                                                           ACCESS
                                                                                                                                                                                                                                                                          RESIDENTIAL DUPLEX DEVELOPMENT
           2.N12 x 4.0m LONG                                                                           2.N12 x 4.0m LONG                                                                                                                                                  6 WYANDRA STREET
                                                                                                                                                                                             3 OR MORE
                                                                                                                                                                                3                            6.0m   5.0m        6.0m
                                                                                                                                                                                            ACCESS UNITS                                                                  NOOSA HEADS
                                                                                                      100mm NOM. TYP 2.1
                                                                                                      COMPACTED GRAVEL                                                                                                                                                     Title
                                                                                                                                                                                                                                                                          ROADS AND DRAINAGE DETAILS
                               600              200            450                300
                                                                                                      N12 DOWEL BARS
                                                                                                      300mm LONG AT 900mm
                                                                                                      CTRS

                                                                                                                                                                                                                                                                          Project No.                Discipline           Status
                                                                                                                                                                                                                                                                                    20220078                      CIVIL           PRELIMINARY
                                                                                                                                                                                                                                                                          Designed By                Drawn By             Scale
                                                                                                                                                                                                                                                                                                                                                          (at
                                                                                                                                                                                                                                                                                         BRP                      BRP                   N.T.S
                                                                                                                     DETAIL B - BRIDGED DRIVEWAY CROSSING                                                                                                                                                                                                A1)

                                                                                                                                                                                                                                                                           Drawing No.                                                        Revision

                                                                                                                                                                                                                                                                                   C31                                                               A