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Civil Plans

of 22

Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING LEGEND
                                                                                                                                                                                                               104                                                                                                                                                                                                                                                                                                                    SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.00         MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                      ROCK FILTER DAM TO TEMPORARILY                                                                                                  WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                      OUTLET INTO THE SEDIMENT BASIN                                                                                                  STORMWATER
                                                                                                                                                                                                                                                                 104




                                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                         104




                                                                                                                                                                                                                                                                                                                                                                                                                 4
                                                                                                                                                                                                    105




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AREA OF CLEARING/TOPSOIL REMOVAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      INLET PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         50.00        MAJOR CONTOUR 1.0m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MINOR CONTOUR 0.25m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DIVERSION DRAIN/BUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LIMIT OF CLEARING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1. FOR GENERAL & EARTHWORKS NOTES REFER DRG C-011.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2. FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS REFER DRG C-231.




                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                            SP348613




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                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                     TEMPORARY CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                     ENTRY/EXIT
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-220.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                             107
Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                                                                                                                                                                                   DIVERSION BUND
Last saved by: JACKHARRISON(2026-04-23)




                                                                                                                                                                                                                                                                          111




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN
                                                                                                                                                                                                                                                                                                         110




                                                                                                                                                                                                                                                                                                                                 109




                                                                                                                                                                                                                                                                                                                                                                                                         108




                                                                                                                                                                                                     113                                                                                                                                                                                                                                                                                                                        DEMONSTRATING AN APPROACH TO EROSION & SEDIMENTATION CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FOR THE SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EROSION & SEDIMENT CONTROL DESIGN AND A COMPLETED DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CERTIFICATE PRIOR TO COMMENCEMENT OF WORK. CERTIFICATION MUST BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UNDERTAKEN BY A SUITABLY QUALIFIED, EXPERIENCED PROFESSIONAL.




                                                                                                                                                                                                                             North Point   Scale                                Horiz. Datum    Client                         Consultant                                                                                     Project                                                         Drawing
                                                                                                                                                                                                                                                                                  LOCAL                                                                                                                                                                                  Drawn           JH                                                                  Project No.        Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                 COAST2BAY                                                                                                                    SOCIAL HOUSING                                            EROSION & SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Design          JH
                                                                                                                                                                                                                                                                                                               HOUSING GROUP                                                                                                            OPERATIONAL WORKS - CIVIL                                                  PLAN
                                                                                                                                                                       C MINOR UPDATE TO SET               24.04.26 LS
                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                              A1 1:125
                                                                                                                                                                                                                                                         3.125         6.25
                                                                                                                                                                                                                                                                                Vert. Datum
                                                                                                                                                                                                                                                                                   AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                         62 LAKE MCDONALD DRIVE,         Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              240444           OPW-C-221               C
                                                                                                                                                                       B FOR TENDER                        16.04.26 LS                                                           RL Datum                                                                                        CIVIL | STRUCTURAL | GEOTECHNICAL                           COOROY, QLD, 4563           Approved                  Approved Date    Signed                                                                    Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev           Revision Description
                                                                                                                                                                                                           09.04.26 LS
                                                                                                                                                                                                             Date Approved
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.04.26                                              Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Size     A1

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