211099-OPW-C_Civil Drgs_FA_20220721 · OPW22/0197

                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                                   TOP SOIL STRIP:          92m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS CUT:          12m3                                                                                       PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS FILL:         260m3                                                                                      MAJOR CONTOUR 1m
                                                                                                                                                                                                                                                                                                                                                                                                                                   BALANCE:                 248m3                                                                                      MINOR CONTOUR 0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SEWER MAIN DN300 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WATER MAIN DN100 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                   1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                   2. ASSUMED TOP SOIL STRIP 100mm THICK.
                                                                                                                                                                                                                                                                                                                                                                                                                                   3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN                                                                U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN SURFACE AND STRIP SURFACE.                                                                                FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                 EARTHWORKS NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                 1. FOR GENERAL NOTES & DETAILS REFER DRG C-00011 & DRG C-00221.
                                                                                                                                                                                                                                                                                                                                                                                                                                  2. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE WITH AS3798-2007.                PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                  3. RETAINING WALLS TO BE DESIGNED BY OTHERS / STRUCTURAL ENGINEER.                                                       PROPOSED CUT
                                                                                                                                                                                                                                                                                                                                                                                                                                  4. CONTRACTOR TO PREPARE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                     CONSTRUCTION.                                                                                                         PROPOSED FILL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MAJOR CONTOUR 1m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINOR CONTOUR 0.25m INTERVAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INLET PROTECTION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SEDIMENT FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BUP5923




                                                                                                                                                                              12
                                                                                                                                                                            SP156865




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEMPORARY CONSTRUCTION ENTRY / EXIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SEDIMENT TRAP REFER TO STD DRG IPWEA DS-040
                                                                                                                                                                             TW 1.90
                                                                                                                                                                             BW 1.70

                                                                                                                                                                                                                                                                                                       1.0%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HILTON TERRACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WM
                                                                                                                                                                                         11
                                                                                                                                                                                       SP156865
                                                                                                                                                                                                                                                                                               106
                                                                                                                                                                                                                                                                                             RP41223
                                                                                                                                                                                                     1.80




                                                                                                                                                                                                                                                                                              922m²
                                                                                                                                                                                                                                                                     1.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.0%
                                                                                                                                                                                                                                                                                                              1.70




                                                                                                                                                                                                                                                                                                                                            1.60
                                                                                                                                                                                                                                                                                                                                            1.70
                                                                                                                                                                                                                                                                                                                                            1.80
                                                                                                                                                                                                                                                                                                                                            1.90
                                                                                                                                                                                                                                                                                                                                            2.00
                                                                                                                                                                                                                                                                                                                                            2.10
                                                                                                                                                                                                                                                                                                                                            2.20
                                                                                                                                                                                                                                                                                                                                            2.30
                                                                                                                                                                                                                                                                                                                                            2.40
                                                                                                                                                                                                                                                                                                                                            2.50
                                                                                                                                                                                                                                                                                                                                            2.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.60
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00201.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.10
                                                                                                                                                                                                10
                                                                                                                                                                                              SP156865
                                                                                                                                                                                                                                            1.
                                                                                                                                                                                                                                              53



                                                                                                                                                                                                  TW 1.90
                                                                                                                                                                                                  BW 1.64
                                                                                                                                                                                                                                                                                                       S




                                                                                                                                                                                                                                                                                                                                                TW 1.65
                                                                                                                                                                                                                                                                                                                                                BW 1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                          TW 1.54                                                                                                                PROVIDE SAND BAGS IN KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                          BW 1.43                                                                                                                DOWN SLOPE OF CROSSOVER TO CAPTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 COURSE SEDIMENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WM
                                                                                                                                                                                                                                                                                                                     RETAINING WALL TO BRIDGE THE SEWER. PIER EITHER
Last saved by: ARCOS CIVIL(2022-07-11) Last Plotted: 2022-07-21




                                                                                                                                                                                                                                                                                                                     SIDE OF EXISTING SEWER MAIN TO ENSURE ZONE OF                                                                                                                                                                                                               TEMPORARY CONSTRUCTION FENCING TO BE
                                                                                                                                                                                                                                                                                                                     INFLUENCE IS CLEAR OF ASSET TO A MINIMUM OF                                                                                                                                                                                                                 INSTALLED WITH LOCKABLE GATE TO BOUNDARY
                                                                                                                                                                                                                                                                                                                     300mm BELOW EXISTING SEWER INVERT                                                                                                                                                                                                                           AS REQUIRED TO SECURE SITE



                                                                                                                                                                                                                                                                              CP
                                                                                                                                                                                                                                                                            BUP6816




                                                                                                                                                                                                                              North Point        Scale                        Horiz. Datum        Client                                  Consultant                                                                                     Project                                                              Drawing
                                                                                                                                                                                                                                                                                LOCAL                                                                                                                                                                                                    Drawn           JW                                                                             Project No.                Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                          URBAN FABRIC                                                                                                                        OPERATIONAL WORKS - CIVIL                                                      EARTHWORKS & EROSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Design          JW
                                                                                                                                                                                                                                                                                                       DEVELOPMENTS Pty Ltd                                                                                                                  DUAL OCCUPANCY DEVELOMENT                                                      & SEDIMENT CONTROL PLAN
                                                                                                                                                                                                                                                    0m
                                                                                                                                                                                                                                                    A1 1:100
                                                                                                                                                                                                                                                               2.5   5
                                                                                                                                                                                                                                                                              Vert. Datum
                                                                                                                                                                                                                                                                                 AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                             27 HILTON TCE, LOT 106RP41223               Check           GM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         211099                  OPW-C-00201              B
                                                                                                                                                         B FOR OPW APPROVAL                                 21.07.22 LS                                                        RL Datum                                                                                                     CIVIL | STRUCTURAL | GEOTECHNICAL                      TEWANTIN, QLD, 4565                    Approved                    Approved Date     Signed                                                                                   Sheet
                                                                                                                                                         A FOR MCU APPROVAL
                                                                                                                                                        Rev           Revision Description
                                                                                                                                                                                                            20.01.22 LS
                                                                                                                                                                                                              Date Approved
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20.01.22                                                      Status   FOR APPROVAL
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