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Attachment 3 -B_Engineering Plans by Arcos

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RETAINING WALL CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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 Plotted: 2022-01-20




                                                                                                                                                                                                                                                                                                                                                           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
Last saved by: ARCOS CIVIL(2022-01-20)




                                                                                                                                                                                                                                                                                                                    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              A
                                                                                                                                                                                                  A FOR APPROVAL                                     20.01.22 LS                                                     RL Datum                                                                                                     CIVIL | STRUCTURAL | GEOTECHNICAL                     TEWANTIN, QLD, 4565                    Approved                    Approved Date     Signed                                                                                   Sheet
                                                                                                                                                                                                 P1 PRELIMINARY
                                                                                                                                                                                                 Rev            Revision Description
                                                                                                                                                                                                                                                     20.01.22 LS
                                                                                                                                                                                                                                                       Date Approved
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                                                                                                                                                                                                                                                                                                                                                                                                                                  www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           20.01.22                                                      Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Size     A1
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