Approved Plans - OPW22-0197 · 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
                                                                                                                                                                                              NOOSA COUNCIL                                                                                                                                                                                                                                                                             TREATMENT. THEREFORE NO WATER QUALITY TREATMENT IS REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WATER MAIN DN100 AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FOR THIS SITE.
                                                                                                                                                                                              APPROVD PLAN                                                                                                                                                                                                                                                                                                                                                                                                                U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     QUANTITY:                                                                                                                            FENCE
                                                                                                                                                                                           OPW22/0197 21 OCT 2022                                                                                                                                                                                                                                                                     - IN ACCORDANCE WITH QUEENSLAND URBAN DRAINAGE MANUAL (QUDM),
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE DEVELOPMENT IS NOT TO EXCEED PRE-DEVELOPMENT PEAK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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 BE CONNECTED TO EXISTING GULLY PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (Culvert)
   Last saved by: ARCOS CIVIL(2022-08-30) Last Plotted: 2022-08-30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       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
                                                                                                                                                            C IR UPDATES                                   30.08.22 LS
                                                                                                                                                                                                                                                 0m
                                                                                                                                                                                                                                                   A1 1:100
                                                                                                                                                                                                                                                                   2.5      5
                                                                                                                                                                                                                                                                                            Vert. Datum
                                                                                                                                                                                                                                                                                               AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                               27 HILTON TCE, LOT 106RP41223                 Check           GM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             211099                     SMP-C-00001              C
                                                                                                                                                            B FOR OPW APPROVAL                             21.07.22 LS                                                                          RL Datum                                                                                                      CIVIL | STRUCTURAL | GEOTECHNICAL                      TEWANTIN, QLD, 4565                      Approved                      Approved Date                                   Signed                                                                                      Sheet
                                                                                                                                                            A FOR MCU APPROVAL
                                                                                                                                                           Rev           Revision Description
                                                                                                                                                                                                           20.01.22 LS
                                                                                                                                                                                                             Date Approved
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RPEQ   21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20.01.22                                                                                    Status     FOR APPROVAL
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Document Set ID: 22092224
Version: 1, Version Date: 02/09/2022