211099-OPW-C_Civil Drgs_FA_20220721 · OPW22/0197

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.   FOR GENERAL NOTES REFER DRG C-00011.                                                                       EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STORMWATER MANAGEMENT                                                                                                                MAJOR CONTOUR 1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  QUALITY:                                                                                                                             MINOR CONTOUR 0.25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   - IN ACCORDANCE WITH THE QLD STATE PLANNING POLICY APPENDIX 2,                                                                      SEWER MAIN DN300 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TABLE B, SITES UNDER 2500M2 DO NOT REQUIRE STORMWATER QUALITY                                                                     WATER MAIN DN100 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TREATMENT. THEREFORE NO WATER QUALITY TREATMENT IS REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR THIS SITE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  QUANTITY:                                                                                                                            FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   - IN ACCORDANCE WITH QUEENSLAND URBAN DRAINAGE MANUAL (QUDM),                                                                       RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     THE DEVELOPMENT IS NOT TO EXCEED PRE-DEVELOPMENT PEAK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DISCHARGE RATES FOR A RANGE OF STORM FREQUENCIES (SECTION 5.5).
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   - THE INCREASE IN IMPERVIOUS AREA OF THE DEVELOPED SITE HAS BEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONSIDERED NEGLIGIBLE AND THE RESULTING PEAK DISCHARGE RATES                                                 PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     HAVE BEEN DEEMED NOT CAUSE ACTIONABLE NUISANCE. THEREFORE NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DETENTION TANKS ARE REQUIRED FOR THIS DEVELOPMENT SITE.                                                                            CONCRETE DRIVEWAY (ROAD RESERVE)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FLOODING:                                                                                                                             CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    - FLOOD SEARCH CERTIFICATE DATED 13.09.2021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    - HABITABLE AREAS FLOOR LEVEL IS ABOVE DFE (1% AEP) 2.4m + FREEBOARD                                                                FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (0.3m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    - IN ACCORDANCE WITH NOOSA PLANING SCHEME APPLICABLE MINIMUM                                                                        COMMUNAL LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FLOOR LEVEL FOR HABITABLE AREA = 2.7m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    - PROPOSED FILL FOR THIS SITE IS GENERALLY LIMITED TO HABITABLE                                                                     RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AREAS ONLY SUBJECT TO FLOOD OVERLAY. MINOR INCREASE TO SITE                                                                       ACO K200 GRATED DRAIN BOLT DOWN (OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LEVELS TO THE REAR DOES NOT AFFECT THE FLOOD STORAGE AREA.                                                                        APPROVED EQUIVALENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN SURFACE IS FREE DRAINING TO THE SITES FRONTAGE WITH FLOWS                                                                  MAJOR CONTOUR 1.0m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONTAINED WITHIN THE SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MINOR CONTOUR 0.1m INTERVAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUP5923




                                                                                                                                                                              12
                                                                                                                                                                            SP156865




                                                                                                                                                                                                                                                                                                                                                                                                                       IO
                                                                                                                                                                                                                                                             GAZEBO
                                                                                                                                                                                                                                                             FFL 2.700                       POOL

                                                                                                                                                                                                                                                                                                                                                                                                                             UNIT 1
                                                                                                                                                                                                                                                                                                                                                                                                                            FFL 2.700




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HILTON TERRACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WM
                                                                                                                                                                                        11
                                                                                                                                                                                      SP156865                                                                                                                                                                                                                                                                                                           GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FFL 1.550
                                                                                                                                                                                                                                                                                                          106
                                                                                                                                                                                                                                                                                                        RP41223
                                                                                                                                                                                                 1.80




                                                                                                                                                                                                                                                                                                         922m²
                                                                                                                                                                                                                                                                         1.80




                                                                                                                                                                                                                                                                                                                                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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.40
                                                                                                                                                                                                                                                           GAZEBO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.10
                                                                                                                                                                                                                                                           FFL 2.700
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-SMP-C-00001.DWG




                                                                                                                                                                                                                                                                                         POOL                                                                                                                                                                                                            GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                           UNIT 2                                                                        FFL 1.550
                                                                                                                                                                                                                                                                                                                                                                                                                          FFL 2.700
                                                                                                                                                                                                                                                                                SWP 50X350




                                                                                                                                                                                                                                                                                                                                                                                             SWP 350X350
                                                                                                                                                                                                                                                                                  SL1.35




                                                                                                                                                                                                                                                                                                                           IL -2




                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IO
                                                                                                                                                                                                                                                                                                                                                                                               SL1.38



                                                                                                                                                                                             SP156865
                                                                                                                                                                                                                                                                                                                                .13




                                                                                                                                                                                                                                        IL: 1.408




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                         1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SWP SL:1.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                              Ø150 UPVC 1%
                                                                                                                                                                                                                                           53




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        150PVC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         :0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IL: 0.900                                                 KERB ADAPTORS AS PER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IL:0.65




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 :
                                                                                                                                                                                                                                                                                                                                             IL: 1.205




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IL


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IL
                                                                                                                                                                                                                                                                                                                                                                 IL: 1.185
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IPWEA STD DRG RS-081
                                                                                                                                                                                                                                                                                                             LL1.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ø150 UPVC 1%
                                                                                                                                                                                                                                                                                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IL/100PVC 1.16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LAWFUL POINT OF DISCHARGE, STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TO CONNECT TO EXISTING DISCHARGE POINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (Culvert)
Last saved by: ARCOS CIVIL(2022-07-11) Last Plotted: 2022-07-21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SL:1.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IL:0.19

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SPW
                                                                                                                                                                                                                                                                                   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                                                                   STORMWATER MANAGEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design          JW
                                                                                                                                                                                                                                                                                                                      DEVELOPMENTS Pty Ltd                                                                                                                  DUAL OCCUPANCY DEVELOMENT                                                                            PLAN
                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                                A1 1:100
                                                                                                                                                                                                                                                                2.5      5
                                                                                                                                                                                                                                                                                         Vert. Datum
                                                                                                                                                                                                                                                                                            AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                            27 HILTON TCE, LOT 106RP41223                 Check           GM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          211099                     SMP-C-00001              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
                                                                                                                                                                                                                                                                                                                                                    COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                    This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                    or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                           SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                           www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RPEQ   21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         20.01.22                                                                                    Status     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Size     A1