20240072 40 Cullinane St Combined

                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTES
                            STRUCTURE                                                                                                                                                                                                                                                                                                                                                                                                                                   1.   GRATED INLET PITS TO BE CONSTRUCTED IN ACCORDANCE WITH IPWEAQ STD




                                                        1/A




                                                                                                                      2/A


                                                                                                                                                                    3/A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DWG DS-050
                            NAME                                                                                                                                                                                                                                                                                                                                                                                                                                        2.   STORMWATER PIPES TO BE LAID IN ACCORDANCE WITH IPWEAQ STD DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DS-030. PIPES TO BE PVC U.N.O.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.   STORMWATER DRAINGE INVERT LEVELS TO BE CONFIRMED ONCE EXISTING




                                                                             900mm x 600mm TYPE 2




                                                                                                                                           900mm x 600mm TYPE 2
                                                        GRATED FIELD INLET




                                                                                                                      GRATED FIELD INLET




                                                                                                                                                                        EXISTING GULLY PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SERVICES ACCURATELY LOCATED




                            STRUCTURE
                            DESCRIPTION




                                                                                                                  E




                                                                                                                                                           dWM
                                                                                                                                                            dTU
                                                                                                                                                            dE


                                                                                                                                                                      dTU
                                                                                                                                                           E

                                                                                                                                                                    dTU
                                                                                                                  E




                                                                                                                                                            E dWM E
                                                                                                                                                                dE
                                                                                                                                                               dTU
                                                                                                                  E




                                                                                                                                                              dTU
                                                                                                                                                           dTU
                                                                                                                                                                                                          BREAK INTO BACK OF EXISTING GULLY PIT
                                                                                                                                                                                                          AND CONNECT NEW ROOFWATER PIPE

                                                                                                                                                                                                      INVERT LEVELS OF PIPE TO BE CONFIRMED
                                                                                                                                                                                                      ONCE SERVICES ACCURATELY LOCATED




                            PIPE SIZE (mm)                                                                225                                                     225
                                                                                                          PVC                                                     PVC                                                                        BUTLER STREET
                            PIPE CLASS
                            PIPE GRADE (%)                                                               2.55%                                            1.00%                                                                                                                                           0.60                                                                                                          FILL EXISTING SWALE AND
                                                                                                         39.17                                            100.00                                                                                                                                        NOMINAL                                                                                                                                                    EXISTING FOOTPATH
                            PIPE SLOPE (1 in X)                                                                                                                                                                                                                                                                                                                                                                         TURF. ENSURE FREE
                                                                                                                                                                                                                                                                                                                                                                                                                        DRAINING TOWARD KERB
                                                                                                                                                                                                                                                              0.15 MIN                                                                       3% NOMINAL
                                                                                                                                                                                                                                        EXISTING EDGE OF PAVEMENT                                                                            CROSSFALL
                                              DATUM RL2.0                                                                                                                                                                              SAWCUT EXISTING PAVEMENT
                                                                                                                      1.100
                                                                                                                      2.109


                                                                                                                                                                        1.209
                                                                                                                                                                        1.209
                                                                             1.075




                            DEPTH TO INVERT
                                                                                                                                                                                                                                                  30mm DG10 ASPHALT
                            INVERT LEVEL
                                                                                                                      7.391
                                                                             9.000




                                                                                                                      8.400




                                                                                                                                                                        7.260
                                                                                                                                                                        7.260




                                                                                                                                                                                                                                                                                                                                                                                         TYPE M1 KERB AND CHANNEL
                            OF DRAIN                                                                                                                                                                                                  LEAN MIX CONCRETE BASE COURSE

                                                                                                                                                                                                                                                                                                                                                                               150mm TYPE 2.3 CBR 45 SUBBASE
                            EXISTING / DESIGN
                                                                                                                      9.500




                                                                                                                                                                        8.469
                                                        E 2015.254 10.075




                            SURFACE LEVEL
                                                                                                                                                                                                                                            TYPE D SUBSOIL DRAIN
                                                                                                                                                                         N 563.272
                                                                                                                      E 2015.254
                                                         N 596.333




                                                                                                                       N 572.829



                                                                                                                                                                        E 2006.335




                            SETOUT
                            COORDINATES                                                                                                                                                                                                                                                                                                                                                                TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                     PAVEMENT WIDENING
                                                        0.000




                                                                                                                      23.503




                                                                                                                                                                        36.576




                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:20
                            CHAINAGE                                                                     23.503                                       13.073


                            LINE                                                                                  A




                                                                                                             North Point                              Approved                                                                                                                                                                                                                           Project Address                                          Title

                                                                                                                                                                                                                                                                                                                                                                                          40 CULLINANE STREET, TEWANTIN                           STORMWATER LONG SECTION AND DETAILS
                                                                                                                                                                    ADAM BROUGHTON RPEQ 8915

                                                                                                                                                     For and on behalf of RECOR Pty Ltd.
                                                                                                                                                      Scale                                                                                                                            ENGINEERING & PROJECT SERVICES                                                                    Client Details                                           Project Name                                                                          Sheet Size
                                                                                                                                                                                                                                                                                          SUNSHINE COAST | BRISBANE
                                                                                                                                                                                             1:1000      0   10    20   30   40m                                                         www.recor.au | ABN 89 647 469 707                                                                WALT CONSTRUCTION                                       40 CULLINANE STREET, TEWANTIN                                                            A1
 A    23.07.24   RFI AMENDMENTS                         AB                                          MP                                                                                                                                              COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                                           Project Number                            Drawing Number                               Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                  20240072 - 00                             C030                                           A
                                                                                                                                                                                                                                                    client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev   Date                   Revision Description     Drawn Check                                                                                                                                     DO NOT SCALE, IF IN DOUBT ASK                                                       'Issued For Construction' in the revision description.