Attachment 1 - Amended Civil Engineering Plans · OPW22/0204

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    O/H ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FENCE

                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING GULLY PITS EITHER
                                                                                                                                                                                                                                                                                                                                                                                                                  SIDE OF ROAD LOCATED AT SAG



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONCRETE DRIVEWAY (ROAD RESERVE)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER CATCHMENT




                                                                                                                                                                                                                                                                                                                                                      BUILDING WORKS TO INCLUDE MINOR SURFACE
                                                                                                                                                                                                                                                                                                                                                      DRAINAGE PITS THROUGHOUT SUBJECT LOT TO DRAIN
                                                                                                                                                                                                                                                                                                                                                      SURFACE FLOWS TO KERB ADAPTORS




                                                                                                                                                                                                                                                                                                                                                                           BUILDING DESIGN INCLUDES 1m MIN
                                                                                                                                                                                                                                                                                                                                                                           CLEAR WIDTH FOR OVERLAND FLOW


                                                                                                                                                                                                                                                                                        24 RP28718                                                                                            11 RP28713

                                                                                                                                                                                                                                                                                MASS GRAVITY
                                                                                                                                                                                                                                                                                ROCK WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WARD STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTES:
                                                                                                                                                                              MOORINDIL STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.   FOR NOTES REFER DRG C-00301.




                                                                                                                                                                                                                                                                                        25 RP28718
                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                                                                                                                                                                               RP28713




                                                                                                                                                                                                                                                                                                                                                                                                            UP
                                                                                                                                                                                                                                                                                                                                                 UP
                                                                                                                                                                                                                                                                                        26 RP28718
                                                                                                                                                                                                    EXISTING ROAD VERGE
                                                                                                                                                                                                    FALLS AWAY FROM ROAD
                                                                                                                                                                                                                                                                                                                                                                                       9 RP28713

                                                                                                                                                                                                                                                                                                       TERRACED RETAINING
                                                                                                                                                                                                                                                                                                       WALLS WITH PLANTING                            BUILDING DESIGN INCLUDES 1m MIN
                                                                                                                                                                                                                                                                                                                                                      CLEAR WIDTH FOR OVERLAND FLOW




                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING CONCRETE BLOCK WALLS
                                                                                                                                                                                                                                                                                                                                                                                                   CATCHMENT BASED ON                 DIVERT FLOWS ON SIDE BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                   LIDAR CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                   APPROX. 2400m2
Filename: C:\ARCOSGROUP\2022 SYNERGY PROJECTS - DOCUMENTS\TOTALSYNERGY\220274 URB RES - 54 WARD STREET, TEWANTIN\3.0 CAD\DRAWINGS\DRG\220274-DRG-C-00401.DWG




                                                                                                                                                                                                                                                          CATCHMENT BASED ON EXISTING SITE                                                                             SURFACE FLOWS WITHIN THE CATCHMENT ARE
                                                                                                                                                                                                                                                          STRUCTURES. SURFACE FLOWS DIVERTED
                                                                                                                                                                                                                                                                                                                                                                       BEING DIVERTED BY EXISTING STRUCTURES
                                                                                                                                                                                                                                                          REDUCING CATCHMENT ENTERING SUBJECT SITE
                                                                                                                                                                                                                                                          APPROX. 530m2
Last saved by: ARCOS CIVIL(2022-06-16) Last Plotted: 2022-06-16




                                                                                                                                                                                                                          North Point   Scale                           Horiz. Datum     Client                              Consultant                                                                                     Project                                                                 Drawing
                                                                                                                                                                                                                                                                          LOCAL                                                                                                                                                                                       Drawn                    TP                                                                      Project No.        Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                               ABBEY & RIC ANDERSON                                                                                                               BUILDING WORKS - CIVIL                                                                 STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Design                   TP
                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RESIDENTIAL DWELLING                                                                 PLAN
                                                                                                                                                                                                                                           0m
                                                                                                                                                                                                                                           A1 1:200
                                                                                                                                                                                                                                                      5       10
                                                                                                                                                                                                                                                                         Vert. Datum
                                                                                                                                                                                                                                                                            AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                     54 WARD STREET                   Check                    GM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       220274         DRG-C-00401                B
                                                                                                                                                                B REVISED DRAINAGE                      16.06.22 LS                                                      RL Datum                                                                                              CIVIL | STRUCTURAL | GEOTECHNICAL                   TEWANTIN, QLD, 4565                Approved                           Approved Date    Signed                                                                        Sheet
                                                                                                                                                                A FOR APPROVAL
                                                                                                                                                               Rev           Revision Description
                                                                                                                                                                                                        07.04.22 LS
                                                                                                                                                                                                          Date Approved
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