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18556-C001_C005_[A] - full set · OPW19/0098

Attached to the e-mail Operational Works application OPW19/0098 - Cover Letter - DA Form 1 - Site Plan - Erosion & Sediment Control checklist - Acid Sulfate Report - Civil Plans - 64 Gateway Drive Noosaville -.

of 5

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                                                                                                                                                        A                                                             B                                                                                                                                                                                                           C                                                                                                                D
                                                                                                                                                       C003                                                        C003                                                                                                                                                                                                          C003                                                                                                             C003




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CLEARING SHALL BE KEEP TO THE MINIMUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NECESSARY TO UNDERTAKE THE WORKS.




                                                                                                                                                                                                                                                        DSIL 3.176
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FLICKER TAPE & NO GO ZONE SIGNAGE SHALL
                                                                                                                                                                      F04                                                                                                                                                                                                                                                                                                                                                      BE INSTALLED TO THE LIMIT OF CLEARING.
                                                                                                                                                                                                                                                                                                                                                                                                                    LIMIT OF CLEARING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       F03
                                                                                                                                                F05




                                                                                                                                                                                                                                                                                                                                                                                                                             3m
                                                                                                                                                                 01
                                                                                                                                                                                                                      04
                                                                                                                                                                                                                                                                                              08
                                                                                                                                                                                                                                                                                                                                                                                                                                  15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   19                                           23
                                                                                                                                                                                                   EXISTING




                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                              5.0
                                                                                                                                                                      EXISTING               5.2   HOLLOW
                                                                                                                                                                       MOUND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3m
                                                                                                         E                                                                                                            05                                                                      09                                                                                                                                  16                                                                                                               20
                                                                                                                                                                      02




                                                                                                                                                                                                                                                          EXISTING Ø1050 RCP
                                                                                                        C003                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            24



                                                                                                                                                                                                                                                                                         10                                         11




                                                                                                                                                                                                                                                                                                                                                                                                  4.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                       0                                                        5                                  0                                                                   3.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                    4.5                                                      4.2                                       4.0

                                                                                                                                                                                                                                                                                                                                                                12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          JOINS BELOW
                                                                                                                                                                                                                 06




                                                                                                         F                                                                                                                                                                                                                                                                                                                        17                                                                                                               21
                                                                                                                                                                                                                                                                                                                                                                                     13
                                                                                                        C003
                                                                                                                                                                                                                                                               USIL 3.313



                                                                                                                                                            03                                                   07




                                                                                                                                                                                                                                                                                                                                                                                     14                                           18                                                                                                               22
                                                                                                                                                F06


                                                                                                                                                                                                                                                                                                           GATEWAY DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FUTURE BUILDING LAYOUT AS PER MCU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              132007.738.02 APPROVED PLAN "SHEET NO 1"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PREPARED BY SMARTARCH (TYP)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                23


                                                                                                                     LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3m
                                                                                                                                                      SITE RP BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                      ADJACENT RP BOUNDARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24                                                                                                                       C003
                                                                                                                                                      EXISTING STORMWATER
                                                                                                                                                      EXISTING SEWER                                                                                                                                                                                                                                                                                                                                                                                                LIM
                                                                                                                                                      EXISTING WATER                                                                                                                                                                                                                                                                                                                                                                                                      IT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OF
                                                                                                                                                      EXISTING CONTOUR (0.50m INTERNALS)                                                                                                                                                                                                                                                                                                                                                                                            CL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RI
                                                                                                                                  0 5




                                                                                                                                                      PROPOSED CONTOUR MAJOR (1.0m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                    NG
                                                                                                                               4.0 4.2




                                                                                                                                                      PROPOSED CONTOUR MAJOR (0.25m INTERVALS)
                                                                                                                                                      PROPOSED EARTHWORKS PLATFORM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                JOINS ABOVE
                                                                                                                                                      PROPOSED TOP OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.75
                                                                                                                                                      PROPOSED TOE OF BANK
                                                                                                                                                      PROPOSED TEMPORARY VEGETATION
                                                                                                                                                      PROTECTION FENCING
                                                                                                                                                      EXTENT OF VEGETATION                                                                                                                                                                                                                                                                                                                                                                                                                                                    F02
                                                                                                                                                                                                                                                                               EARTHWORKS SETOUT CO-ORDINATES
                                                                                                                                                      LANDSCAPE BUFFER ZONE                                                  POINT            EASTING                            NORTHING           FSL                    POINT    EASTING     NORTHING              FSL
                                                                                                                                                                                                                               01            504161.243                          7079305.060       5.300                    14     504226.196   7079246.208          5.050
                                                                                                                                                      ENVIRONMENTAL BUFFER ZONE                                               02             504161.766                          7079292.703       5.350                    15     504250.667   7079287.453          4.360                               VEGETATION PROTECTION
                                                                                                                                                                                                                              03             504153.555                          7079263.523       5.500                    16     504249.231   7079278.568          4.450                                  FENCING SETOUT                                                                                                                                                                                                                        F
                                                                                                                                                                                                                              04             504186.157                          7079299.962       5.150                    17     504245.144   7079253.276          4.750                                POINT     EASTING         NORTHING
                                                                                                                                                      TEMPORARY SEDIMENT BASIN                                                                                                                                                                                                                                                                                                                                                                                                                                                25                 C003
                                                                                                                                                                                                                              05             504184.393                          7079289.047       5.230                    18     504243.548   7079243.404          4.850                                 F01     504354.6602     7079223.5327
                                                                                                                                                                                                                              06             504181.476                          7079270.936       5.395                    19     504298.090   7079278.776          3.660                                 F02     504357.6014     7079241.7040
                                                                                                                                                      3.0m WIDE CONSTRUCTION ZONE                                             07             504179.588                          7079259.315       5.500                    20     504296.814   7079270.878          3.750
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg




                                                                                                                                                                                                                                                                                                                                                                                                           F03     504314.5334     7079282.9650
                                                                                                                                                                                                                              08             504203.244                          7079296.130       5.050                     21    504292.726   7079245.586          4.250                                 F04     504165.2304     7079307.8895
                                                                                                                                                                                                                              09             504201.648                          7079286.258       5.150                    22     504291.131   7079235.714          4.350                                 F05     504157.5510     7079307.7381
                                                                                                                                                      EARTHWORKS DEPTHS (0.5m INCREMENTS)
                                                                                                                         CUT             FILL
                                                                                                                                                                                                                              10             504199.025                          7079279.669       5.230                    23     504311.702   7079276.330          3.460                                 F06     504149.5532     7079256.6730
                                                                                                                                                                                                                              11             504214.892                          7079277.187       5.000                    24     504322.414   7079266.741          3.490                                                                                                                                                                                                                                                    26
                                                                                                                                                                                                                              12             504223.309                          7079266.438       4.960                    25     504357.794   7079235.071          3.600
                                                                                                                                                       EARTHWORK VOLUMES (NO BULKING)                                                                                                                                                                                                                                                                                                                                                                                                                                         F01
                                                                                                                                                                                                                              13             504227.792                          7079256.080       4.950                    26     504356.199   7079225.199          3.650
                                                                                                                                                       CUT VOLUME                2,713 m³
                                                                                                                                                       FILL VOLUME               2,008 m³
                                                                                                                                                       EXCESS CUT TO SPOIL         705 m³


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER DRAWING NO 18556-P001 FOR PROJECT NOTES

                                                                                                    COPYRIGHT ©                                                                                          Associated Consultants                                                 Client                                                                                                                            Drawn                 Verified              Project                                                                      Drawing Title                                                                        Scale             Sheet Size
                                                                                               This drawing is subject to                                                                                                                                                                                                                                                                                         JF                    DR
                                                                                               copyright in accordance with the                                                                                                                                                 64 GATEWAY DRIVE PTY LTD                                                                                                          Designed              Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                              64 GATEWAY DRIVE, NOOSAVILLE                                                 BULK EARTHWORKS                                                                          1 : 250             A1
                                                                                               agreement between Tod
                                                                                               Consulting pty ltd (tc) and tc's
                                                                                               client. This drawing shall only be
                                                                                                                                                                                                                                     Sunshine Coast:
                                                                                                                                                                                                                                     13/6-12 Bottlebrush Ave
                                                                                                                                                                                                                                                                                                                                                                                                                  JF                    DR                                                                                                 GENERAL ARRANGEMENT                                                                  Drawing Number
                                                                                               used for this specific project.                                                                                martoo
                                                                                                                                                                                                              consulting
                                                                                                                                                                                                                                     P.O.Box 1684
                                                                                                                                                                                                                                     Noosa Heads QLD 4567
                                                                                                                                                                                                                                     Ph: 07 5455 2550
                                                                                                                                                                                                                                                                                                                                                                                                                  Approved
                                                                                                                                                                                                                                                                                                                                                                                                                  D REYNOLDS
                                                                                                                                                                                                                                                                                                                                                                                                                                        RPEQ No
                                                                                                                                                                                                                                                                                                                                                                                                                                        9072                  RDP                      LOT 13 ON SP170295                                                                                                                           18556-C002
                                                                                               This drawing shall not be used                                                                                              pty ltd
                                                                                                                                                                                                                                                                                                                                                                  Noosa: 07 5449 9600                                                                         LOCAL AUTHORITY          NOOSA COUNCIL
                                                                                                                                                                                                                                     Gympie:                                                                                                      Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                                                                                  Signed                                      MCU APPROVAL                               HORIZ DATUM LOCAL                                   0     10          20        30       40         50   60            Sheet                 Revision
                                                                                               for construction until marked as                                                                               town planners +        38 Nash Street                                                                                                        PO Box 61, Noosaville, QLD 4566
                                                                                                                                         A       26.04.19 OPW APPLICATION                          JF                                P.O. Box 391                                                                                                                                                                                                             ROL APPROVAL                               VERT DATUM AHD
                                                                                               'issued for construction' in the
                                                                                               revision description.                Rev Date Revision Description                               Drawn
                                                                                                                                                                                                              urban designers
                                                                                                                                                                                                              + surveyors
                                                                                                                                                                                                                                     Gympie QLD 4570
                                                                                                                                                                                                                                     Ph: 07 5482 7440
                                                                                                                                                                                                                                                                                                                                                [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                                                  ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                                                   26.04.19   OPW APPROVAL                               RL DATUM    PSM 13296                                   MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 of 5          A

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